REINFORCED CONCRETE SHEAR WALL: STRUCTURAL ELEMENT - FINITE ELEMENT

被引：0
|
作者：
Rosko, Peter [1 ,2 ]
Bekoe, Adrian [2 ]
机构：
[1] Vienna Univ Technol, Ctr Mech & Struct Dynam, Inst Bldg Construct & Technol, Fac Civil Engn, A-1040 Vienna, Austria
[2] VCE Vienna Consulting Engineers, A-1140 Vienna, Austria
来源：
11TH WORLD CONGRESS ON COMPUTATIONAL MECHANICS; 5TH EUROPEAN CONFERENCE ON COMPUTATIONAL MECHANICS; 6TH EUROPEAN CONFERENCE ON COMPUTATIONAL FLUID DYNAMICS, VOLS II - IV | 2014年
关键词：
Structural Model; Statics; Dynamics; Reinforced Concrete Shear Wall; DOMINATED RESPONSE; RC WALLS;
D O I：
暂无
中图分类号：
O29 [应用数学];
学科分类号：
070104 ;
摘要：
The contribution deals with reinforced concrete shear wall model. On the base of experimental testing data is created a single degree of freedom nonlinear finite element. The nonlinear finite element is represented by parallel ordered spring and friction elements. The stiffness reduction in the sequence of load cycles is taken into account in the element with help of limit friction force in each friction element which gradually reject the parallel springs. The developed element is able to simulate the stress-strain relation of reinforced shear walls during loading including the complex destructive phenomena of concrete cracking, interaction effects between steel and concrete, steel yielding and concrete crushing. The derived finite element has a significance and application in model simplification of concrete civil structures.
引用
收藏
页码：2774 / 2780
页数：7
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