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Publicité

Thang N. Dao

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Ho, Tu X. / Dao, Thang N. / van de Lindt, John W. / Pryor, Steve (2024): Performance-Based Design of Posttensioned Cross-Laminated Timber and Light-Frame Wood Shear Wall Hybrid System. Dans: Journal of Structural Engineering (ASCE), v. 150, n. 4 (avril 2024).

    https://doi.org/10.1061/jsendh.steng-12778

  2. Hossain, Kobir / Aaleti, Sriram / Dao, Thang N. (2021): Experimental Investigation and Finite-Element Modeling of an Aluminum Energy Dissipater for Cross-Laminated Timber Walls under Reverse Cyclic Loading. Dans: Journal of Structural Engineering (ASCE), v. 147, n. 4 (avril 2021).

    https://doi.org/10.1061/(asce)st.1943-541x.0002978

  3. Anandan, Yeshwant Kumar / van de Lindt, John W. / Amini, M. Omar / Dao, Thang N. / Aaleti, Sriram (2021): Experimental Dynamic Testing of Full-Scale Light-Frame-CLT Wood Shear Wall System. Dans: Journal of Architectural Engineering (ASCE), v. 27, n. 1 (mars 2021).

    https://doi.org/10.1061/(asce)ae.1943-5568.0000443

  4. Kim, Jae H. / Moravej, Mohammadtaghi / Sutley, Elaina J. / Chowdhury, Arindam / Dao, Thang N. (2020): Observations and analysis of wind pressures on the floor underside of elevated buildings. Dans: Engineering Structures, v. 221 (octobre 2020).

    https://doi.org/10.1016/j.engstruct.2020.111101

  5. Dao, Thang N. / Ho, Tu X. (2020): Nonlinear Numerical Model of Post-Tensioned Elastic Rocking Panels for Application in Building Structural Analysis. Dans: Journal of Structural Engineering (ASCE), v. 146, n. 2 (février 2020).

    https://doi.org/10.1061/(asce)st.1943-541x.0002498

  6. Dao, Thang N. / van de Lindt, John W. / Prevatt, David O. / Gupta, Rakesh (2012): Probabilistic procedure for wood-frame roof sheathing panel debris impact to windows in hurricanes. Dans: Engineering Structures, v. 35 (février 2012).

    https://doi.org/10.1016/j.engstruct.2011.11.009

  7. Dao, Thang N. / van de Lindt, John W. / Ho, Tu X. (2017): New nonlinear lateral-vertical coupled shear element model for use in finite element structural analysis applications. Dans: Engineering Structures, v. 140 (juin 2017).

    https://doi.org/10.1016/j.engstruct.2017.02.064

  8. Bahmani, Pouria / van de Lindt, John W. / Dao, Thang N. (2014): Displacement-Based Design of Buildings with Torsion: Theory and Verification. Dans: Journal of Structural Engineering (ASCE), v. 140, n. 6 (juin 2014).

    https://doi.org/10.1061/(asce)st.1943-541x.0000896

  9. Dao, Thang N. / van de Lindt, John W. (2010): Methodology for Wind-Driven Rainwater Intrusion Fragilities for Light-Frame Wood Roof Systems. Dans: Journal of Structural Engineering (ASCE), v. 136, n. 6 (juin 2010).

    https://doi.org/10.1061/(asce)st.1943-541x.0000162

  10. van de Lindt, John W. / Dao, Thang N. (2009): Performance-Based Wind Engineering for Wood-Frame Buildings. Dans: Journal of Structural Engineering (ASCE), v. 135, n. 2 (février 2009).

    https://doi.org/10.1061/(asce)0733-9445(2009)135:2(169)

  11. Standohar-Alfano, Christine D. / Freyne, Seamus / Graettinger, Andrew J. / Floyd, Royce W. / Dao, Thang N. (2015): Performance of Residential Shelters during the May 20, 2013, Tornado in Moore, Oklahoma. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 29, n. 5 (octobre 2015).

    https://doi.org/10.1061/(asce)cf.1943-5509.0000636

  12. Nguyen, Tu T. / Dao, Thang N. / Aaleti, Sriram / van de Lindt, John W. / Fridley, Kenneth J. (2018): Seismic assessment of a three-story wood building with an integrated CLT-lightframe system using RTHS. Dans: Engineering Structures, v. 167 (juillet 2018).

    https://doi.org/10.1016/j.engstruct.2018.01.025

  13. Nguyen, Tu T. / Dao, Thang N. / Aaleti, Sriram / Hossain, Kobir / Fridley, Kenneth J. (2019): Numerical Model for Creep Behavior of Axially Loaded CLT Panels. Dans: Journal of Structural Engineering (ASCE), v. 145, n. 1 (janvier 2019).

    https://doi.org/10.1061/(asce)st.1943-541x.0002219

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