کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
268256 504428 2010 12 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
The seismic performance of a semi-rigid composite joint with a double-sided extended end-plate. Part I: Experimental research
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
پیش نمایش صفحه اول مقاله
The seismic performance of a semi-rigid composite joint with a double-sided extended end-plate. Part I: Experimental research
چکیده انگلیسی

Composite structures exhibit higher stiffness than steel structures with similar ductility, and also show better performance to fire action. These benefits have led to an increase in the number of composite structures built in high seismic areas. The main objective of the experimental tests explained in this article is to obtain useful data about the seismic behaviour of a composite semi-rigid joint with a double-sided extended end-plate. A series of monotonic and cyclic quasi-static tests was performed to characterize the behaviour of this joint type against seismic actions. The tests were performed on interior and on exterior joints, and they have provided useful data about the ductility of the joint, the amount of energy dissipated and the degradation effects.This data was used to elaborate and calibrate a component-based model of the joint that is composed of two rotational springs, one for the shear panel behaviour and the other for the connection behaviour. This model is capable of simulating the joint behaviour and damage under cyclic loads with sufficient accuracy.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Structures - Volume 32, Issue 2, February 2010, Pages 385–396
نویسندگان
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