Structural design of a high-rise building with structiral control system for various lateral forces

被引：0

作者：

Tanaka, Toshiyuki ^{[1
]}

Katayama, Takeshi ^{[2
]}

Shimano, Yukihiro ^{[2
]}

机构：

[1] Takenaka Corp, Osaka Off, Business Promot Dept, Chuou Ku, Osaka 5410053, Japan

[2] Takenaka Corp, Osaka Off, Bldg Design Dept, Chuou Ku, Osaka 5410053, Japan

来源：

INTERNATIONAL JOURNAL OF STEEL STRUCTURES | 2007年 / 7卷 / 02期

关键词：

structural control; powerful earthquake; strong wind; hysteretic steel damper; high-damping rubber damper;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper reports a recent application of the structural control system to a high-rise building (HARRIS ENT) built in downtown Osaka. The building has two types of structural control system, one for earthquakes and the other for strong winds. For earthquake control, the building is equipped with hysteretic steel dampers made of low-yield steel. The design concept, design criteria, and verification are presented. For wind control, the building is equipped with dampers made of high-damping rubbers installed in the pre-cast concrete boards used on exterior walls. Numerical analyses are conducted to measure the enhanced habitability performance brought about by the introduction of the dampers.

引用

页码：139 / 146

页数：8

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