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Information Journal Paper

Title

PERFORMANCE OF SINGLE STORY ASYMMETRIC BUILDINGS WITH DIFFERENT CONFIGURATIONS OF CENTERS OF MASS, STRENGTH AND STIFFNESS SUBJECTED TO ONE AND TWO DIRECTIONAL EARTHQUAKES

Pages

  117-133

Keywords

Not Registered.

Abstract

 Recent studies have shown that the configuration of centers of mass, strength and stiffness can affect behavior of an asymmetric building. With change in configuration of centers, damage parameters such as interstory drift and ductility demand parameters may decrease. These parameters are good indicators of structural and non structural damages during earthquake excitations. But decrease of one damage parameter in specific centers configuration necessarily will not cause decrease of another parameter. The importance of damage parameters relative to each other in a building can be function of earthquake intensity, strength and deformation capacity of building. In this paper behavior of asymmetric buildings with different configuration of centers in different excitation levels are studied. For this purpose 3D building models are subjected to both one directional and two directional earthquake excitations and the ductility and interstory drift responses of models are compared. The results have shown that for different damage parameters, the proper configuration of centers is different, so to improve performance of a building, proper configuration of centers corresponding to the critical damage parameter must be used.

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    APA: Copy

    AZIMINEZHAD, A., & SARVGHAD MOGHADAM, A.A.R.. (2006). PERFORMANCE OF SINGLE STORY ASYMMETRIC BUILDINGS WITH DIFFERENT CONFIGURATIONS OF CENTERS OF MASS, STRENGTH AND STIFFNESS SUBJECTED TO ONE AND TWO DIRECTIONAL EARTHQUAKES . JOURNAL OF SEISMOLOGY AND EARTHQUAKE ENGINEERING, 8(2), 117-133. SID. https://sid.ir/paper/112342/en

    Vancouver: Copy

    AZIMINEZHAD A., SARVGHAD MOGHADAM A.A.R.. PERFORMANCE OF SINGLE STORY ASYMMETRIC BUILDINGS WITH DIFFERENT CONFIGURATIONS OF CENTERS OF MASS, STRENGTH AND STIFFNESS SUBJECTED TO ONE AND TWO DIRECTIONAL EARTHQUAKES . JOURNAL OF SEISMOLOGY AND EARTHQUAKE ENGINEERING[Internet]. 2006;8(2):117-133. Available from: https://sid.ir/paper/112342/en

    IEEE: Copy

    A. AZIMINEZHAD, and A.A.R. SARVGHAD MOGHADAM, “PERFORMANCE OF SINGLE STORY ASYMMETRIC BUILDINGS WITH DIFFERENT CONFIGURATIONS OF CENTERS OF MASS, STRENGTH AND STIFFNESS SUBJECTED TO ONE AND TWO DIRECTIONAL EARTHQUAKES ,” JOURNAL OF SEISMOLOGY AND EARTHQUAKE ENGINEERING, vol. 8, no. 2, pp. 117–133, 2006, [Online]. Available: https://sid.ir/paper/112342/en

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