000012137 001__ 12137
000012137 005__ 20141205160023.0
000012137 04107 $$aeng
000012137 046__ $$k2008-10-12
000012137 100__ $$aXiong, Lihong
000012137 24500 $$aSeismic Performance-Based Analysis of Confined Masonry Structures

000012137 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012137 260__ $$b
000012137 506__ $$arestricted
000012137 520__ $$2eng$$aConfined masonry buildings (CMBs) have been widely used in China. The field survey conducted during the recent great Wenchuan Earthquake had been proved that the CMBs well designed and constructed performed well even in severely affected areas. However, the performance-based design for the CMBs has been few reported. In this paper based on the previous work conducted by the author a four-linear skeleton curve with negative stiffness for the confined masonry walls along with the parameters characterizing the different performance levels is developed. Nonlinear time history analysis (NTHA) and nonlinear static analysis -pushover analysis (POA) for four typical 5- to 7-story confined concrete/ brick masonry buildings are performed. From comparisons of the numerical results some conclusions are made, they could be helpful for further investigation and promotion of a wider application of the CMBs.

000012137 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012137 653__ $$aConfined masonry building, nonlinear time history analysis, pushover analysis, performance-based design

000012137 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012137 720__ $$aXiong, Lihong$$iXue, Qiushen
000012137 8560_ $$ffischerc@itam.cas.cz
000012137 8564_ $$s322121$$uhttps://invenio.itam.cas.cz/record/12137/files/05-04-0105.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-04-0105.
000012137 962__ $$r9324
000012137 980__ $$aPAPER