Cumulative damage prediction for passive controlled high-rise building with hysteretic dampers on wind-induced response

被引：0
|
作者：
Sato D. [1 ]
Ikegami M. [2 ]
Hirai H. [3 ]
Yoshie K. [4 ]
Sato T. [5 ]
Kitamura H. [6 ]
机构：
[1] FIRST, Tokyo Institute of Tech.
[2] MAEDA Corporation, Tokyo Univ. of Science
[3] TODA Corporation, Tokyo Univ. of Science
[4] Structural Engineering Section, Nikken Sekkei Ltd.
[5] Faculty of Human-Environmental Studies, Kyushu Univ.
[6] Dept. of Architecture, Tokyo Univ. of Science
来源：
Journal of Structural and Construction Engineering | 2016年 / 81卷 / 728期
关键词：
Cumulative damage prediction; Elasto-plastic wind-induced response; Energy balance; Hysteretic damper; Passive controlled high-rise Building;
D O I：
10.3130/aijs.81.1635
中图分类号：
学科分类号：
摘要：
An energy balance-based design method for earthquake-induced response of a building has been proposed by Dr. Akiyama; it is very useful for the evaluation of the cumulative damage. However, an energy balance-based design method for the wind-induced response of buildings has not been established yet. In this study, we establish a prediction method based on energy balance for estimating the cumulative damage to hysteretic dampers installed in a high-rise building on wind-induced response. We propose a new optimum yield shear force coefficient distribution and damage concentration factor for prediction of damage caused by wind-induced response. The validity of this prediction method is confirmed by comparing the results with time history analysis results.
引用
收藏
页码：1635 / 1645
页数：10
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