A model for pushover analysis of confined masonry structures: implementation and validation
نویسندگان
چکیده
منابع مشابه
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متن کاملPushover Analysis of Masonry Infilled Reinforced Concrete Frames for Performance Based Design for Near Field Earthquakes
Non-linear dynamic time history analysis is considered as the most advanced and comprehensive analytical method for evaluating the seismic response and performance of multi-degree-of-freedom building structures under the influence of earthquake ground motions. However, effective and accurate application of the method requires the implementation of advanced hysteretic constitutive models of the ...
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ژورنال
عنوان ژورنال: Bulletin of Earthquake Engineering
سال: 2013
ISSN: 1570-761X,1573-1456
DOI: 10.1007/s10518-013-9497-5