NUMERICAL SIMULATION OF THE INELASTIC SEISMIC RESPONSE OF RC STRUCTURES WITH ENERGY DISSIPATORS
The nonlinear dynamic response of RC buildings with dissipators is studied using advanced computational techniques. A fully 3D geometric and constitutive nonlinear model is used for the description of the dynamic behavior of structures. Each material point of the cross section is assumed to be composed of several simple materials with their own constitutive laws. A specific element based on the beam theory is proposed for the dissipators. Several numerical tests are carried out to validate the proposed model.
Nonlinear analysis beam model finite elements.
P Mata AH Barbat S Oller R Boroschek
Technical University of Catalonia, Civil Engineering Department,Jordi Girona 1-3, Módul C1.Campus No University of Chile, Civil Engineering Department,Blanco Encalada 2002. Santiago, Chile.
国际会议
14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)
北京
英文
2008-10-12(万方平台首次上网日期,不代表论文的发表时间)