Year |
Citation |
Score |
2020 |
Amir M, Papakonstantinou KG, Warn GP. A consistent Timoshenko hysteretic beam finite element model International Journal of Non-Linear Mechanics. 119: 103218. DOI: 10.1016/J.Ijnonlinmec.2019.07.003 |
0.351 |
|
2020 |
Changizi N, Warn GP. Topology optimization of structural systems based on a nonlinear beam finite element model Structural and Multidisciplinary Optimization. 1-21. DOI: 10.1007/S00158-020-02636-X |
0.388 |
|
2020 |
Ororbia ME, Chhabra JPS, Warn GP, Miller SW, Yukish MA, Qiu T. Increasing the discriminatory power of bounding models using problem-specific knowledge when viewing design as a sequential decision process Structural and Multidisciplinary Optimization. 62: 1-20. DOI: 10.1007/S00158-020-02528-0 |
0.343 |
|
2020 |
Chhabra JPS, Warn GP. A method to efficiently localize non-dominated regions using surrogate modeling with multi-fidelity data from a sequential decision process Structural and Multidisciplinary Optimization. 61: 1603-1620. DOI: 10.1007/S00158-019-02438-W |
0.336 |
|
2019 |
Chhabra JPS, Warn GP. A method for bounding imprecise probabilistic criteria when using a sequential decision process for the design of structural systems Structural Safety. 79: 39-53. DOI: 10.1016/J.Strusafe.2019.02.004 |
0.366 |
|
2019 |
Hasik V, Ororbia M, Warn GP, Bilec MM. Whole building life cycle environmental impacts and costs: A sensitivity study of design and service decisions Building and Environment. 163: 106316. DOI: 10.1016/J.Buildenv.2019.106316 |
0.385 |
|
2019 |
Chhabra JPS, Warn GP. A method for model selection using reinforcement learning when viewing design as a sequential decision process Structural and Multidisciplinary Optimization. 59: 1521-1542. DOI: 10.1007/S00158-018-2145-6 |
0.32 |
|
2018 |
Cimellaro GP, Domaneschi M, Warn GP. Three-Dimensional Base Isolation Using Vertical Negative Stiffness Devices Journal of Earthquake Engineering. 1-29. DOI: 10.1080/13632469.2018.1493004 |
0.336 |
|
2018 |
Manafpour A, Guler I, Radlińska A, Rajabipour F, Warn G. Stochastic Analysis and Time-Based Modeling of Concrete Bridge Deck Deterioration Journal of Bridge Engineering. 23: 4018066. DOI: 10.1061/(Asce)Be.1943-5592.0001285 |
0.368 |
|
2018 |
Chhabra JPS, Hasik V, Bilec MM, Warn GP. Probabilistic Assessment of the Life-Cycle Environmental Performance and Functional Life of Buildings due to Seismic Events Journal of Architectural Engineering. 24: 04017035. DOI: 10.1061/(Asce)Ae.1943-5568.0000284 |
0.311 |
|
2018 |
Hasik V, Chhabra JP, Warn GP, Bilec MM. Review of approaches for integrating loss estimation and life cycle assessment to assess impacts of seismic building damage and repair Engineering Structures. 175: 123-137. DOI: 10.1016/J.Engstruct.2018.08.011 |
0.381 |
|
2017 |
Unal M, Warn GP. A Set-Based Approach to Support Decision-Making on the Restoration of Infrastructure Networks Earthquake Spectra. 33: 781-801. DOI: 10.1193/011416Eqs014M |
0.301 |
|
2017 |
Unal M, Miller SW, Chhabra JPS, Warn GP, Yukish MA, Simpson TW. A sequential decision process for the system-level design of structural frames Structural and Multidisciplinary Optimization. 56: 991-1011. DOI: 10.1007/S00158-017-1697-1 |
0.381 |
|
2016 |
Deng P, Warn GP. Modeling the compression stiffness degradation in circular elastomeric bearings due to fatigue Journal of Engineering Mechanics. 142. DOI: 10.1061/(Asce)Em.1943-7889.0000947 |
0.36 |
|
2015 |
Han X, Warn GP. Mechanistic model for simulating critical behavior in elastomeric bearings Journal of Structural Engineering (United States). 141. DOI: 10.1061/(Asce)St.1943-541X.0001084 |
0.423 |
|
2014 |
Krishnappa N, Bruneau M, Warn GP. Weak-axis behavior of wide flange columns subjected to blast Journal of Structural Engineering (United States). 140. DOI: 10.1061/(Asce)St.1943-541X.0000917 |
0.447 |
|
2014 |
Vu B, Unal M, Warn GP, Memari AM. A distributed flexibility and damping strategy to control vertical accelerations in base-isolated buildings Structural Control and Health Monitoring. 21: 503-521. DOI: 10.1002/Stc.1580 |
0.491 |
|
2014 |
Unal M, Warn GP. Optimal cost-effective topology of column bearings for reducing vertical acceleration demands in multistory base-isolated buildings Earthquake Engineering and Structural Dynamics. 43: 1107-1127. DOI: 10.1002/Eqe.2388 |
0.497 |
|
2013 |
Han X, Kelleher CA, Warn GP, Wagener T. Identification of the controlling mechanism for predicting critical loads in elastomeric bearings Journal of Structural Engineering (United States). 139. DOI: 10.1061/(Asce)St.1943-541X.0000811 |
0.482 |
|
2013 |
Liu S, Warn GP, Berman JW. Estimating natural periods of steel plate shear wall frames Journal of Structural Engineering (United States). 139: 155-161. DOI: 10.1061/(Asce)St.1943-541X.0000610 |
0.481 |
|
2013 |
Han X, Warn GP, Kasalanati A. Dynamic stability testing of isolation systems composed of elastomeric bearings and implications for design Structures Congress 2013: Bridging Your Passion With Your Profession - Proceedings of the 2013 Structures Congress. 2140-2150. |
0.402 |
|
2012 |
Warn GP, Ryan KL. A Review of Seismic Isolation for Buildings: Historical Development and Research Needs Buildings. 2: 300-325. DOI: 10.3390/Buildings2030300 |
0.465 |
|
2012 |
Warn GP, Vu B. Exploring the low shape factor concept to achieve threedimensional seismic isolation 20th Analysis and Computation Specialty Conference - Proceedings of the Conference. 1-11. DOI: 10.1061/9780784412374.001 |
0.359 |
|
2012 |
Weisman J, Warn GP. Stability of elastomeric and lead-rubber seismic isolation bearings Journal of Structural Engineering. 138: 215-223. DOI: 10.1061/(Asce)St.1943-541X.0000459 |
0.52 |
|
2012 |
Liu S, Warn GP. Seismic performance and sensitivity of floor isolation systems in steel plate shear wall structures Engineering Structures. 42: 115-126. DOI: 10.1016/J.Engstruct.2012.04.015 |
0.509 |
|
2011 |
Warn GP, Weisman J. Parametric finite element investigation of the critical load capacity of elastomeric strip bearings Engineering Structures. 33: 3509-3515. DOI: 10.1016/J.Engstruct.2011.07.013 |
0.51 |
|
2010 |
Warn GP, Aref A. Experimental study of the fatigue resistance and ultimate capacity of a hybrid FRP-concrete bridge deck Structures Congress 2010. 228-237. DOI: 10.1061/41130(369)22 |
0.349 |
|
2010 |
Warn GP, Weisman J. Finite-element and experimental investigation of the post-buckling stability of an elastomeric seismic isolation bearing Structures Congress 2010. 1452-1461. DOI: 10.1061/41130(369)132 |
0.389 |
|
2010 |
Warn GP, Aref AJ. Sustained-load and fatigue performance of a hybrid FRP-concrete bridge deck system Journal of Composites For Construction. 14: 856-864. DOI: 10.1061/(Asce)Cc.1943-5614.0000130 |
0.447 |
|
2010 |
Warn GP, Weisman JR. Numerical study on the stability of elastomeric seismic isolation bearings 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 2: 1008-1017. |
0.412 |
|
2009 |
Warn GP, Bruneau M. Blast resistance of steel plate shear walls designed for seismic loading Journal of Structural Engineering. 135: 1222-1230. DOI: 10.1061/(Asce)St.1943-541X.0000055 |
0.405 |
|
2008 |
Warn GP, Whittaker AS. Vertical earthquake loads on seismic isolation systems in bridges Journal of Structural Engineering. 134: 1696-1704. DOI: 10.1061/(Asce)0733-9445(2008)134:11(1696) |
0.651 |
|
2008 |
Aref A, Warn GP. Experimental investigation of the creep behavior and fatigue resistance of a hybrid FRP-concrete bridge deck International Sampe Symposium and Exhibition (Proceedings). 52. |
0.333 |
|
2007 |
Warn GP, Whittaker AS, Constantinou MC. Vertical stiffness of elastomeric and lead-rubber seismic isolation bearings Journal of Structural Engineering. 133: 1227-1236. DOI: 10.1061/(Asce)0733-9445(2007)133:9(1227) |
0.638 |
|
2006 |
Warn GP, Whittaker AS. Property modification factors for seismically isolated bridges Journal of Bridge Engineering. 11: 371-377. DOI: 10.1061/(Asce)1084-0702(2006)11:3(371) |
0.612 |
|
2004 |
Warn GP, Whittaker AS. Performance estimates in seismically isolated bridge structures Engineering Structures. 26: 1261-1278. DOI: 10.1016/J.Engstruct.2004.04.006 |
0.648 |
|
2003 |
Warn G, Berman J, Whittaker A, Bruneau M. Reconnaissance and preliminary assessment of a damaged high‐rise building near Ground Zero Structural Design of Tall and Special Buildings. 12: 371-391. DOI: 10.1002/Tal.230 |
0.594 |
|
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