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Seismic Behavior of Tall Buildings with End Shear Walls and Opening

عنوان مقاله: Seismic Behavior of Tall Buildings with End Shear Walls and Opening
شناسه ملی مقاله: JR_JSEE-23-2_005
منتشر شده در در سال 1400
مشخصات نویسندگان مقاله:

Mehran Akhavan Salmassi - Ph.D.Candidate of Structural Engineering, Seismic Geotechnical and High Performance Concrete Research Center, Department of Civil Engineering, Semnan Branch, Islamic Azad University, Semnan, Iran
Ali Kheyroddin - Professor of Structural Engineering, Faculty of Civil Engineering, Semnan University, Iran
Ali Hemmati - Assistant Professor of Structural Engineering Seismic Geotechnical and High Performance Concrete Research Center, Department of Civil Engineering, Semnan Branch, Islamic Azad University, Semnan, Iran

خلاصه مقاله:
Today, many strategies have been proposed to improve the behavior of tall buildings under seismic load. Drifts, torsion, and structure period are essential parameters affecting high-rise building behavior. In addition, the stress concentration at the end wing of shear walls is another critical subject in high-rise buildings, which was resolved using end shear walls. The end shear wall connects the end of two shear walls in high-rise buildings without opening. In this study, a new end shear wall connects the end of shear walls in a high-rise building with regular openings (ESWO). Therefore, two ۳۰-story RC buildings with and without end shear walls with opening were modeled by a nonlinear time history analysis under seismic load. The drift was decreased by ۴۹% in a ۳۰-story building with a new end shear wall. Moreover, the residual displacement of ۳۰-story buildings with end shear walls with opening was decreased by ۶۷%.. The time history nonlinear analysis investigation indicated that the end shear walls with opening declined the maximum displacement by ۶۲% in tall buildings by Open Sees software. The reduction of the standard deviation of data increased the confinement in ۳۰-story drifts in the X and Y directions by end shear walls with opening. Based on the results, the performance of the end shear walls with the opening was appropriate in the seismic behavior of high-rise buildings.

کلمات کلیدی:
Reinforced Concrete, Seismic Behavior, Nonlinear Time History Analysis, End shear wall, Tall buildings

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/1662310/