| Year |
Citation |
Score |
| 2020 |
Chalarca B, Filiatrault A, Perrone D. Seismic Demand on Acceleration-Sensitive Nonstructural Components in Viscously Damped Braced Frames Journal of Structural Engineering-Asce. 146: 4020190. DOI: 10.1061/(Asce)St.1943-541X.0002770 |
0.496 |
|
| 2020 |
Steneker P, Filiatrault A, Wiebe L, Konstantinidis D. Integrated Structural–Nonstructural Performance-Based Seismic Design and Retrofit Optimization of Buildings Journal of Structural Engineering-Asce. 146: 4020141. DOI: 10.1061/(Asce)St.1943-541X.0002680 |
0.481 |
|
| 2020 |
Perrone D, O'Reilly GJ, Monteiro R, Filiatrault A. Assessing seismic risk in typical Italian school buildings: From in-situ survey to loss estimation International Journal of Disaster Risk Reduction. 44: 101448. DOI: 10.1016/J.Ijdrr.2019.101448 |
0.427 |
|
| 2020 |
Carofilis W, Perrone D, O'Reilly GJ, Monteiro R, Filiatrault A. Seismic retrofit of existing school buildings in Italy: Performance evaluation and loss estimation Engineering Structures. 225: 111243. DOI: 10.1016/J.Engstruct.2020.111243 |
0.493 |
|
| 2020 |
Perrone D, Brunesi E, Filiatrault A, Nascimbene R. Probabilistic estimation of floor response spectra in masonry infilled reinforced concrete building portfolio Engineering Structures. 202: 109842. DOI: 10.1016/J.Engstruct.2019.109842 |
0.58 |
|
| 2020 |
Perrone D, Brunesi E, Filiatrault A, Peloso S, Nascimbene R, Beiter C, Piccinin R. Seismic numerical modelling of suspended piping trapeze restraint installations based on component testing Bulletin of Earthquake Engineering. 18: 3247-3283. DOI: 10.1007/S10518-020-00832-0 |
0.443 |
|
| 2020 |
Perrone D, Filiatrault A, Peloso S, Brunesi E, Beiter C, Piccinin R. Experimental seismic response evaluation of suspended piping restraint installations Bulletin of Earthquake Engineering. 18: 1499-1524. DOI: 10.1007/S10518-019-00755-5 |
0.545 |
|
| 2020 |
Merino RJ, Perrone D, Filiatrault A. Consistent floor response spectra for performance‐based seismic design of nonstructural elements Earthquake Engineering & Structural Dynamics. 49: 261-284. DOI: 10.1002/Eqe.3236 |
0.428 |
|
| 2019 |
O’Reilly GJ, Perrone D, Fox MJ, Monteiro R, Filiatrault A, Lanese I, Pavese A. System Identification and Seismic Assessment Modeling Implications for Italian School Buildings Journal of Performance of Constructed Facilities. 33: 4018089. DOI: 10.1061/(Asce)Cf.1943-5509.0001237 |
0.389 |
|
| 2019 |
Tatarsky M, Filiatrault A. Seismic response of viscously damped braced thin-wall piping system: a proof-of-concept case study Bulletin of Earthquake Engineering. 17: 537-559. DOI: 10.1007/S10518-018-0447-0 |
0.503 |
|
| 2018 |
Steneker P, Wiebe LDA, Filiatrault A. Identifying Critical Connections for the Global Performance of Steel Moment Resisting Frames Key Engineering Materials. 763: 165-173. DOI: 10.4028/Www.Scientific.Net/Kem.763.165 |
0.336 |
|
| 2018 |
Filiatrault A, Perrone D, Merino RJ, Calvi GM. Performance-Based Seismic Design of Nonstructural Building Elements Journal of Earthquake Engineering. 1-33. DOI: 10.1080/13632469.2018.1512910 |
0.497 |
|
| 2018 |
Filiatrault A, Perrone D, Brunesi E, Beiter C, Piccinin R. Effect of cyclic loading protocols on the experimental seismic performance evaluation of suspended piping restraint installations International Journal of Pressure Vessels and Piping. 166: 61-71. DOI: 10.1016/J.Ijpvp.2018.08.004 |
0.484 |
|
| 2018 |
O'Reilly GJ, Perrone D, Fox M, Monteiro R, Filiatrault A. Seismic assessment and loss estimation of existing school buildings in Italy Engineering Structures. 168: 142-162. DOI: 10.1016/J.Engstruct.2018.04.056 |
0.446 |
|
| 2018 |
Morales E, Filiatrault A, Aref A. Seismic floor isolation using recycled tires for essential buildings in developing countries Bulletin of Earthquake Engineering. 16: 6299-6333. DOI: 10.1007/S10518-018-0416-7 |
0.543 |
|
| 2017 |
Koliou M, Lawson J, Filiatrault A, Kelly DJ. Evaluation of Out-of-Plane Wall Anchorage Force Provisions in Buildings with Rigid Walls and Flexible Roof Diaphragms Earthquake Spectra. 33: 1-23. DOI: 10.1193/121915Eqs186Ep |
0.719 |
|
| 2017 |
Zhong Z, Filiatrault A, Aref A. Experimental Performance Evaluation of Pipelines Rehabilitated with Cured-In-Place Pipe Liner under Earthquake Transient Ground Deformations Journal of Infrastructure Systems. 23: 04016036. DOI: 10.1061/(Asce)Is.1943-555X.0000326 |
0.475 |
|
| 2017 |
Koliou M, Filiatrault A, Kircher CA. Assessing Modeling Complexities on the Seismic Performance of an Instrumented Short-Period Hospital Journal of Performance of Constructed Facilities. 31: 4016078. DOI: 10.1061/(Asce)Cf.1943-5509.0000933 |
0.735 |
|
| 2017 |
Perrone D, Filiatrault A. Automated seismic design of non-structural elements with Building Information Modelling Automation in Construction. 84: 166-175. DOI: 10.1016/J.Autcon.2017.09.002 |
0.515 |
|
| 2017 |
Koliou M, Filiatrault A. Development of wood and steel diaphragm hysteretic connector database for performance-based earthquake engineering Bulletin of Earthquake Engineering. 15: 4319-4347. DOI: 10.1007/S10518-017-0141-7 |
0.77 |
|
| 2017 |
Barrera MJ, Przelazloski K, Filiatrault A, Sullivan TJ, Christovasilis IP. Assessment of the loss of functionality of individual rooms in critical facilities after earthquakes Bulletin of Earthquake Engineering. 15: 1135-1159. DOI: 10.1007/S10518-016-9988-2 |
0.806 |
|
| 2016 |
Koliou M, Filiatrault A, Kelly DJ, Lawson J. Buildings with Rigid Walls and Flexible Roof Diaphragms. II: Evaluation of a New Seismic Design Approach Based on Distributed Diaphragm Yielding Journal of Structural Engineering (United States). 142. DOI: 10.1061/(Asce)St.1943-541X.0001439 |
0.754 |
|
| 2016 |
Koliou M, Filiatrault A, Kelly DJ, Lawson J. Buildings with Rigid Walls and Flexible Roof Diaphragms. I: Evaluation of Current U.S. Seismic Provisions Journal of Structural Engineering (United States). 142. DOI: 10.1061/(Asce)St.1943-541X.0001438 |
0.744 |
|
| 2016 |
Koliou M, Filiatrault A, Kelly DJ, Lawson J. Distributed yielding concept for improved seismic collapse performance of rigid wall-flexible diaphragm buildings Journal of Structural Engineering (United States). 142. DOI: 10.1061/(Asce)St.1943-541X.0001386 |
0.772 |
|
| 2016 |
Koliou M, Lindt JWvd, Filiatrault A. Evaluation of an alternative seismic design approach for rigid wall flexible wood roof diaphragm buildings through probabilistic loss estimation and disaggregation Engineering Structures. 127: 31-39. DOI: 10.1016/J.Engstruct.2016.08.045 |
0.759 |
|
| 2016 |
Zhong Z, Filiatrault A, Aref A. Numerical simulation and seismic performance evaluation of buried pipelines rehabilitated with cured-in-place-pipe liner under seismic wave propagation Earthquake Engineering & Structural Dynamics. 46: 811-829. DOI: 10.1002/Eqe.2832 |
0.526 |
|
| 2015 |
Soroushian S, Zaghi AE, Maragakis M, Echevarria A, Tian Y, Filiatrault A. Analytical seismic fragility analyses of fire sprinkler piping systems with threaded joints Earthquake Spectra. 31: 1125-1155. DOI: 10.1193/083112Eqs277M |
0.448 |
|
| 2015 |
Nicknam A, Filiatrault A. Direct displacement-based seismic design of propped rocking walls Earthquake Spectra. 31: 179-196. DOI: 10.1193/051512Eqs187M |
0.801 |
|
| 2015 |
Tian Y, Filiatrault A, Mosqueda G. Seismic response of pressurized fire sprinkler piping systems I: Experimental study Journal of Earthquake Engineering. 19: 649-673. DOI: 10.1080/13632469.2014.994148 |
0.521 |
|
| 2015 |
Tian Y, Filiatrault A, Mosqueda G. Seismic response of pressurized fire sprinkler piping systems II: Numerical study Journal of Earthquake Engineering. 19: 674-699. DOI: 10.1080/13632469.2014.994148 |
0.416 |
|
| 2015 |
Zhong Z, Aref A, Filiatrault A. Seismic performance evaluation of buried pipelines retrofitted with cured-in-place pipe liner technology under near-fault ground motions Structures Congress 2015 - Proceedings of the 2015 Structures Congress. 1903-1914. DOI: 10.1061/9780784479117.164 |
0.461 |
|
| 2015 |
Hamidia M, Filiatrault A, Aref A. Seismic collapse capacity-based evaluation and design of frame buildings with viscous dampers using pushover analysis Journal of Structural Engineering (United States). 141. DOI: 10.1061/(Asce)St.1943-541X.0001114 |
0.54 |
|
| 2015 |
Sideris P, Aref AJ, Filiatrault A. Experimental seismic performance of a hybrid sliding-rocking bridge for various specimen configurations and seismic loading conditions Journal of Bridge Engineering. 20. DOI: 10.1061/(Asce)Be.1943-5592.0000742 |
0.494 |
|
| 2015 |
Martínez-Rodrigo MD, Filiatrault A. A case study on the application of passive control and seismic isolation techniques to cable-stayed bridges: A comparative investigation through non-linear dynamic analyses Engineering Structures. 99: 232-252. DOI: 10.1016/J.Engstruct.2015.04.048 |
0.562 |
|
| 2014 |
Welch DP, Sullivan TJ, Filiatrault A. Potential of Building Information Modelling for seismic risk mitigation in buildings Bulletin of the New Zealand Society For Earthquake Engineering. 47: 253-263. DOI: 10.5459/Bnzsee.47.4.253-263 |
0.422 |
|
| 2014 |
Tian Y, Filiatrault A, Mosqueda G. Experimental seismic study of pressurized fire extinguishing sprinkler piping system Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D3PC2T91B |
0.352 |
|
| 2014 |
Nicknam A, Filiatrault A. Numerical evaluation of seismic response of buildings equipped with propped rocking wall systems Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D3N873072 |
0.802 |
|
| 2014 |
Sideris P, Aref AJ, Filiatrault A. Nonlinear analysis of hybrid sliding-rocking post-tensioned segmental bridges Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D3N00ZT9Q |
0.357 |
|
| 2014 |
Koliou M, Filiatrault A, Kelly DJ, Lawson J. Numerical framework for seismic collapse assessment of rigid wallflexible diaphragm structures Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D3GB1XH63 |
0.691 |
|
| 2014 |
Koliou M, Filiatrault A, Reinhorn AM. Seismic studies on electrical high voltage transformer - Bushing systems incorporating flexural stiffeners Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D3CV4BS1M |
0.686 |
|
| 2014 |
Zhong Z, Bouziou D, Wham BP, Filiatrault A, Aref A, O'Rourke TD, Stewart HE. Performance evaluation of water pipelines retrofitted with cured in place pipe liner technology under transient earthquake motions Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D33N20F25 |
0.371 |
|
| 2014 |
Lawson J, Kelly DJ, Koliou M, Filiatrault A. Development of seismic design methodologies for rigid wall-flexible diaphragm structures Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D31G0HV8J |
0.718 |
|
| 2014 |
Sideris P, Aref AJ, Filiatrault A. Effects of anchorage hardware on the cyclic tensile response of unbonded monostrands Pci Journal. 59: 60-77. DOI: 10.15554/Pcij.06012014.60.77 |
0.326 |
|
| 2014 |
Tian Y, Filiatrault A, Mosqueda G. Experimental seismic fragility of pressurized fire suppression sprinkler piping joints Earthquake Spectra. 30: 1733-1748. DOI: 10.1193/111011Eqs278M |
0.475 |
|
| 2014 |
Zhong Z, Bouziou D, Wham B, Filiatrault A, Aref A, Orourke TD, Stewart HE. Seismic testing of critical lifelines rehabilitated with cured in place pipeline lining technology Journal of Earthquake Engineering. 18: 964-985. DOI: 10.1080/13632469.2014.916632 |
0.418 |
|
| 2014 |
Hamidia M, Filiatrault A, Aref A. Simplified seismic sidesway collapse capacity-based evaluation and design of frame buildings with linear viscous dampers Journal of Earthquake Engineering. 18: 528-552. DOI: 10.1080/13632469.2013.876948 |
0.543 |
|
| 2014 |
Soroushian S, Zaghi AE, Maragakis EM, Echevarria A, Tian Y, Filiatrault A. Seismic fragility study of fire sprinkler piping systems with grooved fit joints Journal of Structural Engineering (United States). 141. DOI: 10.1061/(Asce)St.1943-541X.0001122 |
0.438 |
|
| 2014 |
Sideris P, Aref AJ, Filiatrault A. Large-scale seismic testing of a hybrid sliding-rocking posttensioned segmental bridge system Journal of Structural Engineering (United States). 140. DOI: 10.1061/(Asce)St.1943-541X.0000961 |
0.467 |
|
| 2014 |
Sideris P, Filiatrault A. Seismic response of squat rigid bodies on inclined planes with rigid boundaries Journal of Engineering Mechanics. 140: 149-158. DOI: 10.1061/(Asce)Em.1943-7889.0000658 |
0.378 |
|
| 2014 |
Apostolakis G, Dargush GF, Filiatrault A. Computational framework for automated seismic design of steel frames with self-centering connections Journal of Computing in Civil Engineering. 28: 170-181. DOI: 10.1061/(Asce)Cp.1943-5487.0000226 |
0.442 |
|
| 2014 |
Sideris P, Aref AJ, Filiatrault A. Quasi-static cyclic testing of a large-scale hybrid sliding-rocking segmental column with slip-dominant joints Journal of Bridge Engineering. 19. DOI: 10.1061/(Asce)Be.1943-5592.0000605 |
0.413 |
|
| 2014 |
Farhidzadeh A, Dehghan-Niri E, Zhong Z, Salamone S, Aref A, Filiatrault A. Post-earthquake evaluation of pipelines rehabilitated with cured in place lining technology using acoustic emission Construction and Building Materials. 54: 326-338. DOI: 10.1016/J.Conbuildmat.2013.12.048 |
0.369 |
|
| 2014 |
Filiatrault A, Sullivan T. Performance-based seismic design of nonstructural building components: The next frontier of earthquake engineering Earthquake Engineering and Engineering Vibration. 13: 17-46. DOI: 10.1007/S11803-014-0238-9 |
0.517 |
|
| 2014 |
Hamidia M, Filiatrault A, Aref A. Simplified seismic sidesway collapse analysis of frame buildings Earthquake Engineering and Structural Dynamics. 43: 429-448. DOI: 10.1002/Eqe.2353 |
0.529 |
|
| 2013 |
Koliou M, Filiatrault A, Reinhorn AM. Seismic response of high-voltage transformer-bushing systems incorporating flexural stiffeners II: Experimental study Earthquake Spectra. 29: 1353-1367. DOI: 10.1193/072511EQS185M |
0.703 |
|
| 2013 |
Koliou M, Filiatrault A, Reinhorn AM. Seismic response of high-voltage transformer-bushing systems incorporating flexural stiffeners I: Numerical study Earthquake Spectra. 29: 1335-1352. DOI: 10.1193/072511Eqs184M |
0.716 |
|
| 2013 |
Retamales R, Davies R, Mosqueda G, Filiatrault A. Experimental seismic fragility of cold-formed steel framed gypsum partition walls Journal of Structural Engineering (United States). 139: 1285-1293. DOI: 10.1061/(Asce)St.1943-541X.0000657 |
0.566 |
|
| 2013 |
Christovasilis IP, Filiatrault A. Numerical framework for nonlinear analysis of two-dimensional light-frame wood structures Ingegneria Sismica. 30: 5-26. |
0.829 |
|
| 2012 |
Pang W, Ziaei E, Filiatrault A. A 3D model for collapse analysis of soft-story light-frame wood buildings World Conference On Timber Engineering 2012, Wcte 2012. 2: 113-120. |
0.316 |
|
| 2012 |
Davies R, Retamales R, Mosqueda G, Filiatrault A, Allen D. Effects of cold-formed steel framed gypsum partition walls on the seismic response of a medical facility 21st International Specialty Conference On Cold-Formed Steel Structures - Recent Research and Developments in Cold-Formed Steel Design and Construction. 723-737. |
0.305 |
|
| 2011 |
Retamales R, Mosqueda G, Filiatrault A, Reinhorn A. Testing protocol for experimental seismic qualification of distributed nonstructural systems Earthquake Spectra. 27: 835-856. DOI: 10.1193/1.3609868 |
0.49 |
|
| 2011 |
Filiatrault A, French S, Holmes W, Hutchinson T, Maragakis E, Reitherman R. Research on the seismic performance of nonstructural components Aei 2011: Building Integrated Solutions - Proceedings of the Aei 2011 Conference. 361-368. DOI: 10.1061/41168(399)43 |
0.326 |
|
| 2011 |
Koliou M, Filiatrault A, Reinhorn AM. Seismic Protection of electrical transformer-bushing systems incorporating flexural stiffeners Proceedings of the 8th International Conference On Structural Dynamics, Eurodyn 2011. 227-233. |
0.629 |
|
| 2010 |
Sideris P, Filiatrault A, Leclerc M, Tremblay R. Experimental investigation on the seismic behavior of palletized merchandise in steel storage racks Earthquake Spectra. 26: 209-233. DOI: 10.1193/1.3283389 |
0.504 |
|
| 2010 |
Christovasilis IP, Filiatrault A. A two-dimensional numerical model for the seismic collapse assessment of light-frame wood structures Structures Congress 2010. 832-843. DOI: 10.1061/41130(369)76 |
0.829 |
|
| 2010 |
Filiatrault A, Mosqueda G, Retamales R, Davies R, Tian Y, Fuchs J. Experimental seismic fragility of steel studded gypsum partition walls and fire sprinkler piping subsystems Structures Congress 2010. 2633-2644. DOI: 10.1061/41130(369)237 |
0.506 |
|
| 2010 |
Mosqueda G, Filiatrault A, Reinhorn A, Retamales R. Full-scale experimental facility and loading protocols for seismic performance assessment of nonstructural systems Structures Congress 2010. 2621-2632. DOI: 10.1061/41130(369)236 |
0.413 |
|
| 2010 |
Filiatrault A, Christovasilis IP, Wanitkorkul A, Van De Lindt JW. Experimental seismic response of a full-scale light-frame wood building Journal of Structural Engineering. 136: 246-254. DOI: 10.1061/(Asce)St.1943-541X.0000112 |
0.846 |
|
| 2010 |
Van De Lindt JW, Pei S, Liu H, Filiatrault A. Three-dimensional seismic response of a full-scale light-frame wood building: Numerical study Journal of Structural Engineering. 136: 56-65. DOI: 10.1061/(Asce)St.1943-541X.0000086 |
0.581 |
|
| 2010 |
Filiatrault A, Christovasilis IP. Example application of the FEMA P695 (ATC-63) methodology for the collapse performance evaluation of wood light-frame systems 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 5: 3966-3975. |
0.822 |
|
| 2010 |
Christovasilis IP, Filiatrault A. Two-dimensional seismic analysis of multi-story light-frame wood buildings 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 2: 1381-1390. |
0.829 |
|
| 2010 |
Christovasilis IP, Filiatrault A. Two-dimensional numerical framework for the nonlinear static and dynamic analysis of light-frame wood structures 11th World Conference On Timber Engineering 2010, Wcte 2010. 4: 2757-2764. |
0.825 |
|
| 2010 |
Tsitos A, Mosqueda G, Filiatrault A, Reinhorn AM. Experimental investigation of the progressive collapse of a steel post-tensioned energy dissipating frame 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 6: 4839-4848. |
0.441 |
|
| 2010 |
Sideris P, Anagnostopoulou M, Aref A, Filiatrault A. Seismic performance of precast segmental bridges 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 7: 5594-5603. |
0.325 |
|
| 2010 |
Retamales R, Davies R, Mosqueda G, Filiatrault A. Experimental seismic fragility assessment of light gauge steel studded gypsum partition walls 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 7: 5228-5237. |
0.499 |
|
| 2010 |
Davies RD, Retamales R, Mosqueda G, Filiatrault A. Effects of Nonstructural partition walls on the seismic performance of a medical facility 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 3: 2418-2427. |
0.426 |
|
| 2010 |
Michael R, Courtwright JA, Ferro E, Filiatrault A, Higgins PS, Wanitkorkul A. Development of a new base isolation system for seismic isolation of steel pallet storage racks 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 2: 1040-1049. |
0.375 |
|
| 2010 |
Van De Lindt JW, Rosowsky DV, Filiatrault A, Symans MD, Davidson RA. The NEESWood project in review 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 1: 291-300. |
0.446 |
|
| 2009 |
Fathali S, Filiatrault A. Numerical study to investigate the effect of elastomeric snubber properties on seismic response of vibration-isolated nonstructural components Improving the Seismic Performance of Existing Buildings and Other Structures - Proc. 2009 Atc and Sei Conference On Improving the Seismic Performance of Existing Buildings and Other Structures. 663-673. DOI: 10.1061/41084(364)61 |
0.804 |
|
| 2009 |
Mosqueda G, Retamales R, Filiatrault A, Reinhorn A. Testing facility for experimental evaluation of non-structural components under full-scale floor motions Structural Design of Tall and Special Buildings. 18: 387-404. DOI: 10.1002/Tal.441 |
0.496 |
|
| 2009 |
Christovasilis IP, Filiatrault A, Constantinou MC, Wanitkorkul A. Incremental dynamic analysis of woodframe buildings Earthquake Engineering and Structural Dynamics. 38: 477-496. DOI: 10.1002/Eqe.864 |
0.834 |
|
| 2008 |
Filiatrault A, Higgins PS, Wanitkorkul A, Courtwright JA, Michael R. Experimental seismic response of base isolated pallet-type steel storage racks Earthquake Spectra. 24: 617-639. DOI: 10.1193/1.2942375 |
0.441 |
|
| 2008 |
Fathali S, Filiatrault A. Effect of elastomeric snubber properties on seismic response of vibration-isolated mechanical equipment: An experimental study Earthquake Spectra. 24: 387-403. DOI: 10.1193/1.2923921 |
0.79 |
|
| 2008 |
Filiatrault A. Review of Displacement-Based Seismic Design of Structures by M. J. N. Priestley, G. M. Calvi, and M. J. Kowalsky Journal of Structural Engineering-Asce. 134: 1065-1065. DOI: 10.1061/(Asce)0733-9445(2008)134:6(1065) |
0.527 |
|
| 2008 |
Wanitkorkul A, Filiatrault A. Influence of passive supplemental damping systems on structural and nonstructural seismic fragilities of a steel building Engineering Structures. 30: 675-682. DOI: 10.1016/J.Engstruct.2007.05.013 |
0.573 |
|
| 2008 |
Fathali S, Filiatrault A. Experimental verification of the static method for seismic design of vibration-isolated hvac equipment Proceedings of the Aei 2008 Conference - Aei 2008: Building Integration Solutions. 328. |
0.813 |
|
| 2008 |
Filiatrault A, Christovasilis IP. Example evaluation of the ATC-63 methodology for wood light-frame system Proceedings of the 2008 Structures Congress - Structures Congress 2008: Crossing the Borders. 314. |
0.807 |
|
| 2008 |
Filiatrault A, Christovasilis IP, Wanitkorkul A. Experimental seismic investigation of a full-scale woodframe building Proceedings of the 2008 Structures Congress - Structures Congress 2008: Crossing the Borders. 314. |
0.798 |
|
| 2008 |
Van De Lindt JW, Rosowsky DV, Filiatrault A, Davidson RA, Symans MD. Performance-based seismic design of mid-rise light-frame wood buildings: An overview of the NEESWood project 10th World Conference On Timber Engineering 2008. 4: 1882-1889. |
0.405 |
|
| 2007 |
Filiatrault A, Wanitkorkul A, Christovasilis IP, Van De Lindt J, Symans M, Rosowsky D, Davidson R. Experimental seismic performance evaluation of a full-scale woodframe building Structural Engineering Research Frontiers. DOI: 10.1061/40944(249)5 |
0.837 |
|
| 2007 |
Filiatrault A, Higgins PS, Wanitkorkul A, Courtwright J. Experimental stiffness of pallet-type steel storage rack tier drop connectors Practice Periodical On Structural Design and Construction. 12: 210-215. DOI: 10.1061/(Asce)1084-0680(2007)12:4(210) |
0.425 |
|
| 2006 |
Ou Y, Chiewanichakorn M, Ahn I, Aref AJ, Chen SS, Filiatrault A, Lee GC. Cyclic Performance of Precast Concrete Segmental Bridge Columns: Simplified Analytical and Finite Element Studies Transportation Research Record. 1976: 66-74. DOI: 10.3141/1976-10 |
0.396 |
|
| 2006 |
Filiatrault A, Bachman RE, Mahoney MG. Performance-based seismic design of pallet-type steel storage racks Earthquake Spectra. 22: 47-64. DOI: 10.1193/1.2150233 |
0.509 |
|
| 2006 |
Filiatrault A, Higgins PS, Wanitkorkul A. Experimental stiffness and seismic response of pallet-type steel storage rack connectors Practice Periodical On Structural Design and Construction. 11: 161-170. DOI: 10.1061/(Asce)1084-0680(2006)11:3(161) |
0.518 |
|
| 2006 |
Filiatrault A, Matt H. Seismic response of high voltage electrical transformer-bushing systems Journal of Structural Engineering. 132: 287-295. DOI: 10.1061/(Asce)0733-9445(2006)132:2(287) |
0.432 |
|
| 2006 |
Kong D, Schiff A, Reinhorn A, Filiatrault A. Seismic performance of porcelain station post insulators 8th Us National Conference On Earthquake Engineering 2006. 12: 7432-7442. |
0.311 |
|
| 2006 |
Wanitkorkul A, Halldorsson B, Papageorgiou AS, Filiatrault A. Application of the specific barrier model to the seismic fragility assessment of critical facilities 8th Us National Conference On Earthquake Engineering 2006. 12: 7157-7166. |
0.444 |
|
| 2006 |
Filiatrault A, Christovasilis I, Wanitkorkul A, Folz B. Displacement-based seismic design of light-frame wood buildings 9th World Conference On Timber Engineering 2006, Wcte 2006. 3: 2242-2249. |
0.454 |
|
| 2006 |
Retamales R, Mosqueda G, Filiatrault A, Reinhorn AM. Experimental study on the Seism IC behavior of nonstructural components subjected to full-scale floor motions 8th Us National Conference On Earthquake Engineering 2006. 12: 7048-7057. |
0.391 |
|
| 2006 |
Van De Lindt JW, Rosowsky DV, Filiatrault A, Symans MD, Davidson RA. Development of a performance-based seismic design philosophy for mid-rise woodframe construction: Progress on the NEESWood Project 9th World Conference On Timber Engineering 2006, Wcte 2006. 3: 2260-2267. |
0.308 |
|
| 2005 |
Filiatrault A, Matt H. Experimental seismic response of high-voltage transformer-bushing systems Earthquake Spectra. 21: 1009-1025. DOI: 10.1193/1.2044820 |
0.431 |
|
| 2005 |
Filiatrault A, Stearns C. Flexural properties of flexible conductors interconnecting electrical substation equipment Journal of Structural Engineering. 131: 151-159. DOI: 10.1016/(Asce)0733-9445(2005)131:1(151) |
0.441 |
|
| 2005 |
Bruneau M, Engelhardt M, Filiatrault A, Goel SC, Itani A, Hajjar J, Leon R, Ricles J, Stojadinovic B, Uang CM. Review of selected recent research on US seismic design and retrofit strategies for steel structures Progress in Structural Engineering and Materials. 7: 103-114. DOI: 10.1002/Pse.192 |
0.48 |
|
| 2004 |
Folz B, Filiatrault A. Blind predictions of the seismic response of a woodframe house: An international benchmark study Earthquake Spectra. 20: 825-851. DOI: 10.1193/1.1774989 |
0.458 |
|
| 2004 |
Filiatrault A, Kuan S, Tremblay R. Shake table testing of bookcase - Partition wall systems Canadian Journal of Civil Engineering. 31: 664-676. DOI: 10.1139/L04-031 |
0.536 |
|
| 2004 |
Filiatrault A, Tremblay R, Kuan S. Generation of floor accelerations for seismic testing of operational and functional building components Canadian Journal of Civil Engineering. 31: 646-663. DOI: 10.1139/L04-030 |
0.549 |
|
| 2004 |
Dastous JB, Filiatrault A, Pierre JR. Estimation of displacement at interconnection points of substation equipment subjected to earthquakes Ieee Transactions On Power Delivery. 19: 618-628. DOI: 10.1109/Tpwrd.2003.823203 |
0.41 |
|
| 2004 |
Filiatrault A, Fischer D, Folz B, Uang CM. Shake table testing of a full-scale two-story woodframe house Structures - a Structural Engineering Odyssey, Structures 2001 - Proceedings of the 2001 Structures Congress and Exposition. 109. DOI: 10.1061/40558(2001)176 |
0.456 |
|
| 2004 |
Filiatrault A, Uang CM, Seible F. Ongoing seismic testing and analysis program of the CUREe-Caltech Woodframe Project Structures Congress 2000: Advanced Technology in Structural Engineering. 103. DOI: 10.1061/40492(2000)103 |
0.383 |
|
| 2004 |
Folz B, Filiatrault A. Seismic analysis of woodframe structures. II: Model implementation and verification Journal of Structural Engineering. 130: 1361-1370. DOI: 10.1061/(Asce)0733-9445(2004)130:9(1361) |
0.505 |
|
| 2004 |
Folz B, Filiatrault A. Seismic analysis of woodframe structures. I: Model formulation Journal of Structural Engineering. 130: 1353-1360. DOI: 10.1061/(Asce)0733-9445(2004)130:9(1353) |
0.554 |
|
| 2004 |
Filiatrault A, Stearns C. Seismic response of electrical substation equipment interconnected by flexible conductors Journal of Structural Engineering. 130: 769-778. DOI: 10.1061/(Asce)0733-9445(2004)130:5(769) |
0.458 |
|
| 2004 |
Lam F, Filiatrault A, Kawai N, Nakajima S, Yamaguchi N. Performance of timber buildings under seismic load. Part 2: modelling Progress in Structural Engineering and Materials. 6: 79-83. DOI: 10.1002/Pse.175 |
0.447 |
|
| 2003 |
Isoda H, Filiatrault A, Folz B. A CASE STUDY OF SEISMIC MODELING AND ANALYTICAL STUDY ON WOODFRAME BUILDINGS IN CALIFORNIA : Analytical study on seismic behavior of wooden construction Journal of Structural and Construction Engineering (Transactions of Aij). 68: 115-121. DOI: 10.3130/Aijs.68.115_1 |
0.465 |
|
| 2003 |
Wanitkorkul A, Lukkunaprasit P, Filiatrault A. Friction damped steel moment-resisting frames subjected to long-distance earthquakes: Influence of weld fractures Journal of Earthquake Engineering. 7: 495-510. DOI: 10.1080/13632460309350460 |
0.495 |
|
| 2003 |
Tremblay R, Archambault MH, Filiatrault A. Seismic response of concentrically braced steel frames made with rectangular hollow bracing members Journal of Structural Engineering. 129: 1626-1636. DOI: 10.1061/(Asce)0733-9445(2003)129:12(1626) |
0.468 |
|
| 2003 |
Filiatrault A, Isoda H, Folz B. Hysteretic damping of wood framed buildings Engineering Structures. 25: 461-471. DOI: 10.1016/S0141-0296(02)00187-6 |
0.518 |
|
| 2003 |
Christopoulos C, Léger P, Filiatrault A. Sliding response of gravity dams including vertical seismic accelerations Earthquake Engineering and Engineering Vibration. 2: 189-200. DOI: 10.1007/S11803-003-0003-Y |
0.479 |
|
| 2003 |
Filiatrault A. Performance of non-structural components during the February 28, 2001 Nisqually (Seattle-Olympia) earthquake Proceedings of the Structures Congress and Exposition. 763-774. |
0.31 |
|
| 2003 |
Filiatrault A, Stearns C. An Experimental Study on the Seismic Response of Electrical Substation Equipment Interconnected by Flexible Conductors Technical Council On Lifeline Earthquake Engineering Monograph. 667-676. |
0.356 |
|
| 2003 |
Christopoulos C, Filiatrault A. Post-Tensioned Energy Dissipating (PTED) steel frames for seismic regions Proceedings of the Structures Congress and Exposition. 155-157. |
0.308 |
|
| 2003 |
Dastous JB, Filiatrault A. Seismic Displacement at Interconnection: Points of Substation Equipment Technical Council On Lifeline Earthquake Engineering Monograph. 597-606. |
0.33 |
|
| 2002 |
Gibson N, Filiatrault A, Ashford SA. Impulsive seismic response of bridge column-cap beam joints Aci Structural Journal. 99: 470-479. DOI: 10.14359/12116 |
0.441 |
|
| 2002 |
Filiatrault A, Fischer D, Folz B, Uang CM. Experimental parametric study on the in-plane stiffness of wood diaphragms Canadian Journal of Civil Engineering. 29: 554-566. DOI: 10.1139/L02-036 |
0.498 |
|
| 2002 |
Christopoulos C, Filiatrault A, Uang C, Folz B. Posttensioned Energy Dissipating Connections for Moment-Resisting Steel Frames Journal of Structural Engineering-Asce. 128: 1111-1120. DOI: 10.1061/(Asce)0733-9445(2002)128:9(1111) |
0.451 |
|
| 2002 |
Filiatrault A, Fischer D, Folz B, Uang C. Seismic Testing of Two-Story Woodframe House: Influence of Wall Finish Materials Journal of Structural Engineering-Asce. 128: 1337-1345. DOI: 10.1061/(Asce)0733-9445(2002)128:10(1337) |
0.556 |
|
| 2002 |
Filiatrault A, Folz B. Performance-based seismic design of wood framed buildings Journal of Structural Engineering. 128: 39-47. DOI: 10.1061/(Asce)0733-9445(2002)128:1(39) |
0.591 |
|
| 2002 |
Lam F, Filiatrault A, Kawai N, Nakajima S, Yamaguchi N. Performance of timber buildings under seismic load. Part 1: experimental studies Progress in Structural Engineering and Materials. 4: 276-285. DOI: 10.1002/Pse.121 |
0.483 |
|
| 2002 |
Christopoulos C, Filiatrault A, Folz B. Design energy input spectra for moderate-seismicity regions Earthquake Engineering and Structural Dynamics. 31: 1151-1172. DOI: 10.1002/eqe.153 |
0.354 |
|
| 2002 |
Christopoulos C, Filiatrault A, Folz B. Seismic response of self‐centring hysteretic SDOF systems Earthquake Engineering & Structural Dynamics. 31: 1131-1150. DOI: 10.1002/Eqe.152 |
0.491 |
|
| 2002 |
Filiatrault A, Kremmidas S. An experimental study on the dynamic interaction of interconnected electrical equipment during earthquakes Electrical Transmission in a New Age. 411-419. |
0.35 |
|
| 2001 |
Filiatrault A, Tremblay R, Wanitkorkul A. Performance evaluation of passive damping systems for the seismic retrofit of steel moment-resisting frames subjected to near-field ground motions Earthquake Spectra. 17: 427-456. DOI: 10.1193/1.1586183 |
0.533 |
|
| 2001 |
Shortreed JS, Seible F, Filiatrault A, Benzoni G. Characterization and testing of the Caltrans seismic response modification device test system Philosophical Transactions of the Royal Society a: Mathematical, Physical and Engineering Sciences. 359: 1829-1850. DOI: 10.1098/Rsta.2001.0875 |
0.458 |
|
| 2001 |
Paquette J, Bruneau M, Filiatrault A. Out-of-plane seismic evaluation and retrofit of turn-of-the-century North American masonry walls Journal of Structural Engineering. 127: 561-569. DOI: 10.1061/(Asce)0733-9445(2001)127:5(561) |
0.53 |
|
| 2001 |
Folz B, Filiatrault A. Cyclic analysis of wood shear walls Journal of Structural Engineering. 127: 433-441. DOI: 10.1061/(Asce)0733-9445(2001)127:4(433) |
0.483 |
|
| 2001 |
Filiatrault A, Holleran M. Stress-strain behavior of reinforcing steel and concrete under seismic strain rates and low temperatures Materials and Structures/Materiaux Et Constructions. 34: 235-239. DOI: 10.1007/Bf02480594 |
0.315 |
|
| 2000 |
Daudey X, Filiatrault A. Seismic evaluation and retrofit with steel jackets of reinforced concrete bridge piers detailed with lap-splices Canadian Journal of Civil Engineering. 27: 1-16. DOI: 10.1139/L99-029 |
0.525 |
|
| 2000 |
Filiatrault A, Tremblay R, Kar R. Performance evaluation of friction spring seismic damper Journal of Structural Engineering New York, N.Y.. 126: 491-499. DOI: 10.1061/(Asce)0733-9445(2000)126:4(491) |
0.516 |
|
| 2000 |
Filiatrault A, Kremmidas S. Seismic interaction of interconnected electrical substation equipment Journal of Structural Engineering New York, N.Y.. 126: 1140-1149. DOI: 10.1061/(Asce)0733-9445(2000)126:10(1140) |
0.428 |
|
| 1998 |
Filiatrault A, Lachapelle E, Lamontagne P. Seismic performance of ductile and nominally ductile reinforced concrete moment resisting frames. I. Experimental study Canadian Journal of Civil Engineering. 25: 331-341. DOI: 10.1139/Cjce-25-2-331 |
0.555 |
|
| 1998 |
Filiatrault A, Tremblay R. Design of Tension-Only Concentrically Braced Steel Frames for seismic induced impact loading Engineering Structures. 20: 1087-1096. DOI: 10.1016/S0141-0296(97)00205-8 |
0.454 |
|
| 1998 |
Filiatrault A, Lachapelle E, Lamontagne P. Seismic performance of ductile and nominally ductile reinforced concrete moment resisting frames. II. Analytical study Canadian Journal of Civil Engineering. 25: 342-352. |
0.46 |
|
| 1997 |
Tremblay R, Filiatrault A. Seismic performance of steel moment resisting frames retrofitted with a locally reduced beam section connection Canadian Journal of Civil Engineering. 24: 78-89. DOI: 10.1139/Cjce-24-1-78 |
0.481 |
|
| 1997 |
Bondonet G, Filiatrault A. Frictional response of PTFE sliding bearings at high frequencies Journal of Bridge Engineering. 2: 139-148. DOI: 10.1061/(Asce)1084-0702(1997)2:4(139) |
0.399 |
|
| 1997 |
Tremblay R, Tchebotarev N, Filiatrault A. Loading rate effects and influence of floor slab on the seismic performance of RBS connections for steel moment resisting frames Proceedings, Annual Conference - Canadian Society For Civil Engineering. 4: 419-428. |
0.361 |
|
| 1997 |
Filiatrault A, Lachapelle E, Lamontagne P. Shake table tests of ductile and nominally ductile reinforced concrete moment resisting frames Proceedings, Annual Conference - Canadian Society For Civil Engineering. 4: 279-288. |
0.438 |
|
| 1996 |
Tremblay R, Filiatrault A, Bruneau M, Nakashima M, Prion HGL, DeVall R. Seismic design of steel buildings: lessons from the 1995 Hyogo-ken Nanbu earthquake Canadian Journal of Civil Engineering. 23: 727-756. DOI: 10.1139/L96-885 |
0.53 |
|
| 1996 |
Prion HGL, Filiatrault A. Performance of timber structures during the Hyogo-ken Nanbu earthquake of 17 January 1995 Canadian Journal of Civil Engineering. 23: 652-664. DOI: 10.1139/L96-881 |
0.51 |
|
| 1996 |
Tremblay R, Filiatrault A. Seismic impact loading in inelastic tension-only concentrically braced steel frames: Myth or reality? Earthquake Engineering and Structural Dynamics. 25: 1373-1389. DOI: 10.1002/(Sici)1096-9845(199612)25:12<1373::Aid-Eqe615>3.0.Co;2-Y |
0.436 |
|
| 1996 |
Tremblay R, Bruneau M, Nakashima M, Prion HGL, Filiatrault A, DeVall R. Seismic design of steel buildings: Lessons from the 1995 Hyogo-ken Nanbu earthquake Canadian Journal of Civil Engineering. 23: 727-756. |
0.433 |
|
| 1995 |
Park R, Billings IJ, Clifton GC, Cousins J, Filiatrault A, Jennings DN, Jones LCP, Perrin ND, Rooney SL, Sinclair J, Spurr DD, Tanaka H, Walker G. The Hyogo-ken Nanbu earthquake (The great Hanshin earthquake) of 17 January 1995 Bulletin of the New Zealand National Society For Earthquake Engineering. 28: 1-98. DOI: 10.5459/Bnzsee.28.1.1-98 |
0.47 |
|
| 1995 |
Filiatrault A, Pineau S, Houde J. Seismic Behavior of Steel-Fiber Reinforced Concrete Interior Beam-Column Joints Aci Structural Journal. 92: 543-552. DOI: 10.14359/905 |
0.372 |
|
| 1995 |
Filiatrault A, Stieda CKA. Seismic weaknesses of some residential wood framed buildings: confirmations from the 1994 Northridge earthquake Canadian Journal of Civil Engineering. 22: 403-414. DOI: 10.1139/L95-049 |
0.553 |
|
| 1995 |
Tremblay R, Timler P, Bruneau M, Filiatrault A. Performance of steel structures during the 1994 Northridge earthquake Canadian Journal of Civil Engineering. 22: 338-360. DOI: 10.1139/L95-046 |
0.541 |
|
| 1995 |
Tinawi R, Filiatrault A, Leger P. Strong motion accelerograph records from the 1993 Napierville earthquake Canadian Journal of Civil Engineering. 22: 190-196. DOI: 10.1139/L95-017 |
0.391 |
|
| 1995 |
Filiatrault A, Cervantes M. Separation between buildings to avoid pounding during earthquakes Canadian Journal of Civil Engineering. 22: 164-179. DOI: 10.1139/L95-015 |
0.525 |
|
| 1995 |
Filiatrault A, Wagner P, Cherry S. Analytical prediction of experimental building pounding Earthquake Engineering & Structural Dynamics. 24: 1131-1154. DOI: 10.1002/Eqe.4290240807 |
0.439 |
|
| 1995 |
Tremblay R, Timler P, Bruneau M, Filiatrault A. Performance of steel structures during the 1994 Northridge earthquake Canadian Journal of Civil Engineering. 22: 338-360. |
0.471 |
|
| 1994 |
Filiatrault A, Ladicani K, Massicotte B. Seismic Performance of Code-Designed Fiber Reinforced Concrete Joints Aci Structural Journal. 91: 564-571. DOI: 10.14359/4172 |
0.414 |
|
| 1994 |
Filiatrault A, Tremblay S, Tinawi R. A rapid seismic screening procedure for existing bridges in Canada Canadian Journal of Civil Engineering. 21: 626-642. DOI: 10.1139/L94-064 |
0.466 |
|
| 1994 |
Filiatrault A, D'Aronco D, Tinawi R. Seismic Shear Demand Of Ductile Cantilever Walls - A Canadian Code Perspective Canadian Journal of Civil Engineering. 21: 363-376. DOI: 10.1139/L94-039 |
0.519 |
|
| 1994 |
Filiatrault A, Cervantes M, Folz B, Prion H. Pounding of buildings during earthquakes: a Canadian perspective Canadian Journal of Civil Engineering. 21: 251-265. DOI: 10.1139/L94-028 |
0.569 |
|
| 1994 |
Filiatrault A, Léger P, Tinawi R. On the computation of seismic energy in inelastic structures Engineering Structures. 16: 425-436. DOI: 10.1016/0141-0296(94)90057-4 |
0.419 |
|
| 1994 |
Katzensteiner B, Mindess S, Filiatrault A, Banthla N. Dynamic tests of steel-fiber reinforced concrete frames Concrete International. 16: 57-60. |
0.312 |
|
| 1993 |
Cherry S, Filiatrault A. Seismic response control of buildings using friction dampers Earthquake Spectra. 9: 447-466. DOI: 10.1193/1.1585724 |
0.575 |
|
| 1993 |
Filiatrault A. Analyse des structures Canadian Journal of Civil Engineering. 20: 1081-1082. DOI: 10.1139/L93-145 |
0.303 |
|
| 1993 |
Tremblay R, Stiemer SF, Filiatrault A. Discussion: Overview of seismic provision changes in National Building Code of Canada 1990 Canadian Journal of Civil Engineering. 20: 334-339. DOI: 10.1139/L93-044 |
0.505 |
|
| 1993 |
Tinawi R, Filiatrault A, Dord C. Damage to base of LNG tanks from blast loading: Case study Journal of Performance of Constructed Facilities. 7: 148-163. DOI: 10.1061/(Asce)0887-3828(1993)7:3(148) |
0.355 |
|
| 1993 |
Filiatrault A, Tinawi R, Massicotte B. Damage to cable-stayed bridge during 1988 Saguenay earthquake. II: dynamic analysis Journal of Structural Engineering New York, N.Y.. 119: 1450-1463. DOI: 10.1061/(Asce)0733-9445(1993)119:5(1450) |
0.512 |
|
| 1993 |
Filiatrault A, Tinawi R, Massicotte B. Damage to cable-stayed bridge during 1988 saguenay earthquake. I: Pseudostatic analysis Journal of Structural Engineering (United States). 119: 1432-1449. DOI: 10.1061/(Asce)0733-9445(1993)119:5(1432) |
0.474 |
|
| 1993 |
Tinawi R, Sarrazin M, Filiatrault A. Influence of soft clays on the response spectra for structures in eastern Canada Soil Dynamics and Earthquake Engineering. 12: 469-477. DOI: 10.1016/0267-7261(93)90031-L |
0.478 |
|
| 1992 |
Filiatrault A, Folz B. Nonlinear earthquake response of structurally interconnected buildings Canadian Journal of Civil Engineering. 19: 560-572. DOI: 10.1139/L92-067 |
0.568 |
|
| 1992 |
Filiatrault A, Anderson DL, DeVall RH. Effect of weak foundation on the seismic response of core wall type buildings Canadian J. Civil Engineering. 19: 530-539. DOI: 10.1139/L92-062 |
0.554 |
|
| 1992 |
Mindess S, Tatnall P, Morgan D, Balaguru PN, Filiatrault A, Johnston CD, Soroushian P, Shah S, Beaudoin J, Banthia N. First Canadian University-Industry Workshop on Fibre Reinforced Concrete Materials and Processing Report. 7: 9-12. DOI: 10.1080/08871949.1992.11752522 |
0.317 |
|
| 1991 |
Filiatrault A. Seismic evaluation of modular office furniture system Earthquake Spectra. 7: 529-541. DOI: 10.1193/1.1585641 |
0.462 |
|
| 1991 |
Filiatrault A, Foschi RO. Static and dynamic tests of timber shear walls fastened with nails and wood adhesive Canadian Journal of Civil Engineering. 18: 749-755. DOI: 10.1139/L91-091 |
0.504 |
|
| 1991 |
Cherry S, Filiatrault A. Use of friction dampers in the seismic design and retrofit of buildings Structural Repair and Maintenance of Historical Buildings Ii. 101-119. |
0.48 |
|
| 1990 |
Filiatrault A, Cherry S, Byrne PM. The influence of Mexico City soils on the seismic performance of friction damped and base isolated structures Earthquake Spectra. 6: 335-352. DOI: 10.1193/1.1585574 |
0.452 |
|
| 1990 |
Filiatrault A. Static and dynamic analysis of timber shear walls Canadian Journal of Civil Engineering. 17: 643-651. DOI: 10.1139/L90-073 |
0.557 |
|
| 1990 |
Filiatrault A, Folz B, Foschi RO. Finite-strip free-vibration analysis of wood floors Journal of Structural Engineering (United States). 116: 2127-2142. DOI: 10.1061/(Asce)0733-9445(1990)116:8(2127) |
0.404 |
|
| 1990 |
Filiatrault A. Seismic design spectra for friction-damped structures Journal of Structural Engineering New York, N.Y.. 116: 1334-1355. DOI: 10.1061/(Asce)0733-9445(1990)116:5(1334) |
0.538 |
|
| 1990 |
Filiatrault A. Analytical predictions of the seismic response of friction damped timber shear walls Earthquake Engineering &Amp; Structural Dynamics. 19: 259-273. DOI: 10.1002/Eqe.4290190209 |
0.548 |
|
| 1989 |
Filiatrault A, Cherry S. Parameters influencing the design of friction damped structures Canadian Journal of Civil Engineering. 16: 753-766. DOI: 10.1139/L89-110 |
0.508 |
|
| 1989 |
Filiatrault A, Cherry S. Efficient numerical modelling for the design of friction damped braced steel plane frames Canadian Journal of Civil Engineering. 16: 211-218. DOI: 10.1139/L89-046 |
0.5 |
|
| 1988 |
Filiatrault A, Cherry S. COMPARATIVE PERFORMANCE OF FRICTION DAMPED SYSTEMS AND BASE ISOLATION SYSTEMS FOR EARTHQUAKE RETROFIT AND ASEISMIC DESIGN Earthquake Engineering &Amp; Structural Dynamics. 16: 389-416. DOI: 10.1002/Eqe.4290160308 |
0.457 |
|
| 1987 |
Filiatrault A, Cherry S. PERFORMANCE EVALUATION OF FRICTION DAMPED BRACED STEEL FRAMES UNDER SIMULATED EARTHQUAKE LOADS Earthquake Spectra. 3: 57-78. DOI: 10.1193/1.1585419 |
0.536 |
|
| 1986 |
Filiatrault A, Cherry S. Performance evaluation of friction damping devices for use in aseismic design . |
0.435 |
|
| 1986 |
Filiatrault A, Cherry S. SEISMIC TESTS OF FRICTION DAMPED STEEL FRAMES . 138-145. |
0.438 |
|
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