Structural characteristic factor of hybrid structure constructed of light gauge steel construction and steel moment frame

被引：0

作者：

Karatsu, Toshikazu ^{[1
]}

Ikairashi, Kikuo ^{[2
]}

Yagi, Shigeharu ^{[3
]}

Iljima, Toshihiko ^{[3
]}

Ikeda, Kotaro ^{[4
]}

Ono, Tetsuro ^{[5
]}

机构：

[1] Kobe Steel, Ltd.

[2] Dept. of Architecture and Building Engineering, Graduate School of Science, and Engineering, Tokyo Institute of Technology

[3] Graduate School of Tokyo, Institute of Ted Technology

[4] Sugiyama Jogakuen University, School of Lift Studies

来源：

Journal of Structural and Construction Engineering | 2009年 / 74卷 / 639期

关键词：

Hybrid structure; Hyiteretic chracteristics; Light gauge steel house shieur wall; Shear burden ratio; Steel moment frame; Structural characteristic factor;

D O I：

10.3130/aijs.74.935

中图分类号：

学科分类号：

摘要：

In this study, the cyclic hysteretic characteristics and collapse mode of hybrid structure which is constructed of light gauge steel construction and steel moment frame is cleared by static cyclic loading. These hybrid strudures are composed of different restoring force characteristic components steel moment frames and shear walls. [ this experimental results, structural haracteristic fact or (Hi) is evaluaLed by current methods, and it is hoivn Lh at Di factor by current methods are not agreeable to act ual condition of hybrid struct ures. So, a new evaluation method for adapting to hy eretic characteristics of hybrid struct ure is presented. Additionally thc seisimc response analy sis is donc by using the hy sterd tic characteristics of steel moment frame and light gauge steel house shear wall w hicli are obtained froni experiments The Ds factor corresponding to the allowable story drift angle is evaluated by cumulati e plastic deformation magnification This Ds factor is compared u ith the Ds factor getting by nen evalu ation method in order to show that the nen evaluation niethod is correct and available.

引用

页码：935 / 944

页数：9