Thang N. Dao, Ph.D.
Affiliations: | 2010 | Colorado State University, Fort Collins, CO |
Area:
Civil EngineeringGoogle:
"Thang Dao"Parents
Sign in to add mentor| John v. de Lindt | grad student | 2010 | Colorado State | |
| (The development of performance-based wind engineering for residential structures: From concepts to application.) | ||||
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Publications
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| Dao TN, Ho TX. (2020) Nonlinear Numerical Model of Post-Tensioned Elastic Rocking Panels for Application in Building Structural Analysis Journal of Structural Engineering-Asce. 146: 4019202 |
| Sutley EJ, Vazquez K, Kim JH, et al. (2020) Performance of Manufactured Housing during Hurricanes Irma and Michael Journal of Performance of Constructed Facilities. 34: 4020078 |
| Kim JH, Moravej M, Sutley EJ, et al. (2020) Observations and analysis of wind pressures on the floor underside of elevated buildings Engineering Structures. 221: 111101 |
| Nguyen TT, Dao TN, Aaleti S, et al. (2019) Numerical Model for Creep Behavior of Axially Loaded CLT Panels Journal of Structural Engineering-Asce. 145: 4018224 |
| Nguyen TT, Dao TN, Aaleti S, et al. (2018) Seismic assessment of a three-story wood building with an integrated CLT-lightframe system using RTHS Engineering Structures. 167: 695-704 |
| Ho TX, Dao TN, Aaleti S, et al. (2017) Hybrid System of Unbonded Post-Tensioned CLT Panels and Light-Frame Wood Shear Walls Journal of Structural Engineering-Asce. 143: 4016171 |
| Dao TN, Lindt JWvd, Ho TX. (2017) New nonlinear lateral-vertical coupled shear element model for use in finite element structural analysis applications Engineering Structures. 140: 98-109 |
| Kashani AG, Graettinger AJ, Dao T. (2016) Lidar-Based Methodology to Evaluate Fragility Models for Tornado-Induced Roof Damage Natural Hazards Review. 17 |
| Standohar-Alfano CD, Freyne S, Graettinger AJ, et al. (2015) Performance of residential shelters during the May 20, 2013, Tornado in Moore, Oklahoma Journal of Performance of Constructed Facilities. 29 |
| Shao X, Lindt Jvd, Bahmani P, et al. (2014) 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 |