フォロー
TRAN TUAN NAM
TRAN TUAN NAM
HUTECH University, Ho Chi Minh, Vietnam
確認したメール アドレス: hutech.edu.vn - ホームページ
タイトル
引用先
引用先
Structural collapse correlative analysis using phenomenological fiber hinge elements to simulate two‐directional column deteriorations
K Kasai, TT Nam, BF Maison
Earthquake Engineering & Structural Dynamics 45 (10), 1581-1601, 2016
152016
Dynamic analysis of a full-scale four-story steel building experimented to collapse using strong ground motions
TT Nam, K Kasai
Proceedings of the international symposium on disaster simulation and …, 2011
82011
Dynamic analysis of a full-scale four-story steel building experimented to collapse by strong ground motions
TT Nam, K Kasai
Proc., 8th Int. Conf. on Urban Earthquake Engineering (8CUEE), 2011
72011
Study on shake table experimental results regarding composite action of a full-scale steel building tested to collapse
TT Nam, K Kasai
9th international conference on urban earthquake engineering/4th Asia …, 2012
62012
Study on seismic behavior of steel beam-to-column panel zones
TT Nam
J. Technol. Innov 1 (1), 13-15, 2021
22021
Seismic Torsional Behavior of a Tested Full-scale Steel Building
TT Nam
Technology and Society Studies, 41, 2022
12022
Analysis of a cantilever column subjected to cyclic loading
TT Nam
1*
Collapse Scenario of a Tested Steel Moment Frame on the Shaking Table
TT Nam
ICSCEA 2021: Proceedings of the Second International Conference on …, 2022
2022
Effect of Torsional Eccentricity on Twisting Behavior of a Steel Building Tested on Shaking-Table
TT Nam
CIGOS 2021, Emerging Technologies and Applications for Green Infrastructure …, 2022
2022
Analysis of Steel Columns Deteriorated Two-Directionally During Seismic Loading
TT Nam
Structural Health Monitoring and Engineering Structures: Select Proceedings …, 2021
2021
Study on Two-Directional Seismic Deterioration of Tested Steel Columns
TT Nam
ICSCEA 2019: Proceedings of the International Conference on Sustainable …, 2020
2020
Analysis of Two-Directional Seismic Deterioration of Steel Box Columns
TT Nam
CIGOS 2019, Innovation for Sustainable Infrastructure: Proceedings of the …, 2020
2020
Analysis of full-scale building collapse test using fiber hinge element considering two-directional column deteriorations
K Kasai, TT Nam
Proceedings of the 16th World Conference on Earthquake Engineering (16WCEE …, 2017
2017
Evaluation of Experimental Full-Scale Steel Building Collapse Caused by Two-Directional Column Deteriorations
TNAM TRAN
Dissertation for Doctor degree in Built Environment, Tokyo Institute of …, 2016
2016
Column Strength Deterioration in a Full-Scale Steel Building during Shaking-Table Experiment: E-Defense Experimental Projects for Steel Building-Part 113
D OSABEL, TN TRAN
学術講演梗概集, 1281-1282, 2015
2015
Energy Input and Dissipation in a Full-Scale Steel Building during Shaking-Table Experiment: E-Defense Experimental Projects for Steel Building-Part 114
TN TRAN
学術講演梗概集, 1283-1284, 2015
2015
System identification of the e-defense full-scale four story steel test structure utilizing shake table test data
R OMRANI, K KASAI, TN TRAN, RE HUDSON, E TACIROGLU
Proceedings of the 2nd European Conference on Earthquake Engineering and …, 2014
2014
Column Behavior during Pre-Collapse and Collapse Time of a Steel Building in Shaking-Table Experiment: E-Defense Experimental Projects for Steel Building-Part 93
TN TRAN
学術講演梗概集, 1335-1336, 2013
2013
Evaluation of Composite Action in the Steel Building Subjected to Seismic Loading: E-Defense Experimental Projects for Steel Building-Part 92
TT Nam
学術講演梗概集, 993-994, 2012
2012
Behavior of Panel Zones in the Steel Building Experimented to Collapse Using Strong Ground Motions: E-Defense Experimental Projects for Steel Building-Part86
TN TRAN
学術講演梗概集. C-1, 構造 III, 木質構造, 鉄骨構造, 鉄骨鉄筋コンクリート構造, 1167 …, 2011
2011
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