EXPERIMENTAL STRUCTURAL PERFORMANCE EVALUATION OF 2.5-STORY MODEL FRAME REPRESENTING LOWER STORIES OF HIGH-RISE RC BUILDINGS WITH FLAT WALLS

被引：0

作者：

Uchida B. ^{[1
]}

Sanada Y. ^{[1
]}

Yoon R. ^{[1
]}

Quan C. ^{[2
]}

Zhao P. ^{[1
]}

机构：

[1] Graduate School of Engineering, Osaka University

[2] Department of Architecture, Osaka Institute of Technology

来源：

Journal of Structural and Construction Engineering | 2023年 / 88卷 / 809期

关键词：

Moment-resisting frame; Non-structural wall; Reinforced concrete; Residential building; Seismic performance; Structural test;

D O I：

10.3130/aijs.88.1197

中图分类号：

学科分类号：

摘要：

Lessons learned from earthquake damage in recent years revealed that damage to RC structural members was limited; however, non-structural members were significantly damaged making difficulties for continuous building occupancy. In this study, a laboratory test was conducted to clarify the effects of non-structural flat walls on the seismic behavior/performance of a model frame representing the lower 2.5 stories of high-rise RC buildings. As a result, it was found that the non-structural walls contributed to increase the shear strength of frame; however, the shear forces applied to the structural members of columns and beams were also increased. © 2023 Architectural Institute of Japan. All rights reserved.

引用

页码：1197 / 1207

页数：10

共 12 条

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