Dissipative steel structures for seismic up-grading of long-bay masonry buildings

被引：0
|
作者：
Mazzolani, FM [1 ]
Mandara, A [1 ]
Froncillo, S [1 ]
机构：
[1] Univ Naples Federico II, Dept Struct Anal & Design, Naples, Italy
来源：
STESSA 2003: BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS | 2003年
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The combined application of steel strengthening structures and passive control techniques to long-bay masonry buildings is pointed out in this paper, addressing the specific problems of this constructional category. Such techniques are based on the use of special devices for achieving the best seismic performance. The use of additional steel members and/or structures is examined in order to provide additional strength and energy dissipation capability. To this purpose, a simplified design criterion is also proposed and discussed.
引用
收藏
页码：727 / 735
页数：9
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