MODAL ANALYSIS WITH RESPONSE SPECTRUM FOR AN UNREINFORCED MASONRY STRUCTURE USING SEISMIC ROMANIAN CODES

被引：0
|
作者：
Peredi, Stefan [1 ]
Chira, Alexandru [1 ]
机构：
[1] Tech Univ Cluj Napoca, Cluj Napoca, Romania
来源：
JOURNAL OF APPLIED ENGINEERING SCIENCES | 2012年 / 2卷 / 01期
关键词：
modal analysis; response spectrum; unreinforced masonry; seismic codes;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This study presents several analysis regarding the seismic behaviour of the typical unreinforced masonry buildings from Romania. The study was conducted using a modal analysis with response spectrum with for all the romanian codes starting from 1963 until nowadays. The main goal of this study was to observe what changes were made by the seismic codes in terms of forces. tensions and displacements.
引用
收藏
页码：79 / 82
页数：4
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