MODAL ENERGY OF ELASTO-PLASTIC MDOF-SYSTEMS EXCITED BY STRONG EARTHQUAKE : Higher-mode participation in seismic damage
Author:
Affiliation:
1. Dept. of Architecture, Faculty of Engineering, Univ. of Tokyo
2. Obayashi Corp.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/59/465/59_KJ00004099919/_pdf
Cited by 6 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. SIMPLE ESTIMATION METHOD FOR CUMULATIVE PLASTIC DEFORMATION OF HYSTERESIS DAMPERS CONSIDERING HIGHER MODAL RESPONSES;Journal of Structural and Construction Engineering (Transactions of AIJ);2024-09-01
2. EVALUATION METHOD FOR CUMULATIVE PLASTIC DEFORMATION OF HYSTERETIC DAMPERS INSTALLED IN SMRF;Journal of Structural and Construction Engineering (Transactions of AIJ);2023-04-01
3. MODAL DAMAGE OF STRUCTURES DURING EARTHQUAKE : Generalized law of damage distribution;Journal of Structural and Construction Engineering (Transactions of AIJ);1998
4. PROPERTIES OF ELASTO-PLASTIC RESPONSES OF A TALL BUILDING IN ACROSS-WIND DIRECTION;Journal of Structural and Construction Engineering (Transactions of AIJ);1998
5. DYNAMIC PROGRESSIVE FAILURE OF MULTISTORY FRAMES HAVING ELASTIC-PLASTIC-BRITTLE COLUMNS;Journal of Structural and Construction Engineering (Transactions of AIJ);1996
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