Year |
Citation |
Score |
2020 |
Dao TN, Ho TX. Nonlinear Numerical Model of Post-Tensioned Elastic Rocking Panels for Application in Building Structural Analysis Journal of Structural Engineering-Asce. 146: 4019202. DOI: 10.1061/(Asce)St.1943-541X.0002498 |
0.351 |
|
2020 |
Sutley EJ, Vazquez K, Kim JH, Dao T, Johnston B, Hunt J. Performance of Manufactured Housing during Hurricanes Irma and Michael Journal of Performance of Constructed Facilities. 34: 4020078. DOI: 10.1061/(Asce)Cf.1943-5509.0001486 |
0.336 |
|
2020 |
Kim JH, Moravej M, Sutley EJ, Chowdhury A, Dao TN. Observations and analysis of wind pressures on the floor underside of elevated buildings Engineering Structures. 221: 111101. DOI: 10.1016/J.Engstruct.2020.111101 |
0.47 |
|
2019 |
Nguyen TT, Dao TN, Aaleti S, Hossain K, Fridley KJ. Numerical Model for Creep Behavior of Axially Loaded CLT Panels Journal of Structural Engineering-Asce. 145: 4018224. DOI: 10.1061/(Asce)St.1943-541X.0002219 |
0.32 |
|
2018 |
Nguyen TT, Dao TN, Aaleti S, Lindt JWvd, Fridley KJ. Seismic assessment of a three-story wood building with an integrated CLT-lightframe system using RTHS Engineering Structures. 167: 695-704. DOI: 10.1016/J.Engstruct.2018.01.025 |
0.477 |
|
2017 |
Ho TX, Dao TN, Aaleti S, Lindt JWvd, Rammer DR. Hybrid System of Unbonded Post-Tensioned CLT Panels and Light-Frame Wood Shear Walls Journal of Structural Engineering-Asce. 143: 4016171. DOI: 10.1061/(Asce)St.1943-541X.0001665 |
0.448 |
|
2017 |
Dao TN, Lindt JWvd, Ho TX. New nonlinear lateral-vertical coupled shear element model for use in finite element structural analysis applications Engineering Structures. 140: 98-109. DOI: 10.1016/J.Engstruct.2017.02.064 |
0.416 |
|
2016 |
Kashani AG, Graettinger AJ, Dao T. Lidar-Based Methodology to Evaluate Fragility Models for Tornado-Induced Roof Damage Natural Hazards Review. 17. DOI: 10.1061/(Asce)Nh.1527-6996.0000224 |
0.458 |
|
2015 |
Standohar-Alfano CD, Freyne S, Graettinger AJ, Floyd RW, Dao TN. Performance of residential shelters during the May 20, 2013, Tornado in Moore, Oklahoma Journal of Performance of Constructed Facilities. 29. DOI: 10.1061/(Asce)Cf.1943-5509.0000636 |
0.437 |
|
2014 |
Shao X, Lindt Jvd, Bahmani P, Pang W, Ziaei E, Symans M, Tian J, Dao T. Real-time hybrid simulation of a multi-story wood shear wall with first-story experimental substructure incorporating a rate-dependent seismic energy dissipation device Smart Structures and Systems. 14: 1031-1054. DOI: 10.12989/Sss.2014.14.6.1031 |
0.315 |
|
2014 |
Bahmani P, Lindt JWvd, Dao TN. Displacement-Based Design of Buildings with Torsion: Theory and Verification Journal of Structural Engineering-Asce. 140: 4014020. DOI: 10.1061/(Asce)St.1943-541X.0000896 |
0.44 |
|
2014 |
Dao TN, Lindt JWvd. Numerical Seismic Performance of an Innovative CFS Midrise Building Designed Using DDD Journal of Performance of Constructed Facilities. 28: 4014018. DOI: 10.1061/(Asce)Cf.1943-5509.0000527 |
0.499 |
|
2013 |
Dao TN, Lindt JWvd. Seismic Performance of an Innovative Light-Frame Cold-Formed Steel Frame for Midrise Construction Journal of Structural Engineering-Asce. 139: 837-848. DOI: 10.1061/(Asce)St.1943-541X.0000683 |
0.435 |
|
2013 |
Van De Lindt JW, Pei S, Dao T, Graettinger A, Prevatt DO, Gupta R, Coulbourne W. Dual-objective-based tornado design philosophy Journal of Structural Engineering (United States). 139: 251-263. DOI: 10.1061/(Asce)St.1943-541X.0000622 |
0.462 |
|
2012 |
Lindt JVd, Amini MO, Standohar-Alfano C, Dao T. Systematic Study of the Failure of a Light-Frame Wood Roof in a Tornado Buildings. 2: 519-533. DOI: 10.3390/Buildings2040519 |
0.392 |
|
2012 |
Li Y, Lindt JWvd, Dao T, Bjarnadottir S, Ahuja A. Loss Analysis for Combined Wind and Surge in Hurricanes Natural Hazards Review. 13: 1-10. DOI: 10.1061/(Asce)Nh.1527-6996.0000058 |
0.459 |
|
2012 |
Lindt JWvd, Dao TN. Loss Analysis for Wood Frame Buildings during Hurricanes. II: Loss Estimation Journal of Performance of Constructed Facilities. 26: 739-747. DOI: 10.1061/(Asce)Cf.1943-5509.0000270 |
0.449 |
|
2012 |
Dao TN, Lindt JWvd. Loss Analysis for Wood Frame Buildings during Hurricanes. I: Structure and Hazard Modeling Journal of Performance of Constructed Facilities. 26: 729-738. DOI: 10.1061/(Asce)Cf.1943-5509.0000269 |
0.496 |
|
2012 |
Dao TN, Van de Lindt JW, Prevatt DO, Gupta R. Probabilistic procedure for wood-frame roof sheathing panel debris impact to windows in hurricanes Engineering Structures. 35: 178-187. DOI: 10.1016/J.Engstruct.2011.11.009 |
0.411 |
|
2010 |
Lindt JWvd, Dao TN. Construction quality issues in performance-based wind engineering: effect of missing fasteners Wind and Structures. 13: 221-234. DOI: 10.12989/Was.2010.13.3.221 |
0.503 |
|
2010 |
Dao TN, Lindt JWvd. Methodology for Wind-Driven Rainwater Intrusion Fragilities for Light-Frame Wood Roof Systems Journal of Structural Engineering-Asce. 136: 700-706. DOI: 10.1061/(Asce)St.1943-541X.0000162 |
0.516 |
|
2009 |
Lindt JWvd, Dao TN. Performance-Based Wind Engineering for Wood-Frame Buildings Journal of Structural Engineering-Asce. 135: 169-177. DOI: 10.1061/(Asce)0733-9445(2009)135:2(169) |
0.512 |
|
2008 |
Dao TN, Lindt JWvd. New Nonlinear Roof Sheathing Fastener Model for Use in Finite-Element Wind Load Applications Journal of Structural Engineering-Asce. 134: 1668-1674. DOI: 10.1061/(Asce)0733-9445(2008)134:10(1668) |
0.522 |
|
2007 |
Lindt JWvd, Dao TN. Evolutionary Algorithm for Performance-Based Shear Wall Placement in Buildings Subjected to Multiple Load Types Journal of Structural Engineering-Asce. 133: 1156-1167. DOI: 10.1061/(Asce)0733-9445(2007)133:8(1156) |
0.455 |
|
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