EARTHQUAKE-RESISTANT DESIGN OF SHEARWALLS WITH ONE OPENING

被引：0
|
作者：
KATO, D
KABEYASAWA, T
OTANI, S
AOYAMA, H
机构：
[1] YOKOHAMA NATL UNIV,DEPT ARCHITECTURE,YOKOHAMA,KANAGAWA 240,JAPAN
[2] UNIV TOKYO,DEPT ARCHITECTURE,TOKYO,JAPAN
[3] NIHON UNIV,RES CTR,TOKYO,JAPAN
来源：
ACI STRUCTURAL JOURNAL | 1995年 / 92卷 / 04期
关键词：
DUCTILITY; EARTHQUAKE-RESISTANT STRUCTURES; FLEXURAL STRENGTH; REINFORCED CONCRETE; SEISMIC DESIGN; SHEAR STRENGTH; SHEARWALLS;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Shearwalls with one opening have been designed according to the Architectural Institute of Japan (AIJ) standard for structural calculation of reinforced concrete structures using allowable stresses. However effective reinforcement details. have been developed by current research in,the search for a new and rational design method. This paper reports the outline of earthquake-resistant design of shearwalls with openings according to a method based on ultimate capacity
引用
收藏
页码：495 / 500
页数：6
相关论文
共 50 条
12345