Prediction method for high-rise buildings with dampers subjected to multi-segment earthquake based on response from single constituting earthquakes - Case of the Tokai-Tonankai-Nankai multi-segment earthquake along the Nankai trough

被引：0

作者：

Usuda Y. ^{[1
]}

Sato D. ^{[2
]}

Kitamura H. ^{[1
]}

Matsuda Y. ^{[1
]}

Kimura Y. ^{[1
]}

Yamamoto Y. ^{[3
]}

Kimura M. ^{[4
]}

机构：

[1] Dept. of Architecture, Tokyo Univ. of Science

[2] FIRST, Tokyo Institute of Tech.

[3] Design and Proposal Division, Taisei Corporation

[4] Technology Center, Taisei Corporation

来源：

Journal of Structural and Construction Engineering | 2018年 / 83卷 / 747期

关键词：

Cumulative damage; High-rise building with dampers; Long-period ground motion; Maximum response; Multi-segment earthquake;

D O I：

10.3130/aijs.83.687

中图分类号：

学科分类号：

摘要：

This paper proposes a method to predict the response of high-rise buildings with dampers subjected to multi-segment earthquake by the single earthquakes. Time-history analyses of high-rise building models with dampers are carried-out for multi-segment earthquake and single earthquake responses. By these analyses, a method is proposed to predict the maximum response and cumulative damage from multi-segment earthquake by using single earthquakes. The proposed prediction method is verified by comparing its results with those of seismic response analysis. © 2018 Architectural Institute of Japan. All rights reserved.

引用

页码：687 / 697

页数：10