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EXPERIMENTAL INVESTIGATION OF CYCLIC BEHAVIOR OF CONFINED MASONRY WALLS WITH WEAK SHEAR STRENGTH

عنوان مقاله: EXPERIMENTAL INVESTIGATION OF CYCLIC BEHAVIOR OF CONFINED MASONRY WALLS WITH WEAK SHEAR STRENGTH
شناسه ملی مقاله: SEE06_297
منتشر شده در ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله در سال 1390
مشخصات نویسندگان مقاله:

M. Khanmohammadi - Assistant Professor, College of Eng., University of Tehran
M.A Nahvinia - M.Sc in earthquake eng., College of Eng., University of Tehran
M.S. Marefat - Professor, College of Eng., University of Tehran,
H. Behnam - M.Sc in earthquake eng., College of Eng., University of Tehran

خلاصه مقاله:
confined masonry walls CMW with tie columns and bond beams are widely used in masonry buildings worldwide. In this work twoo CMW wall with characteristics similar to those used in iranian practice have been tested the two specimens are half scale with aspect ratiois of 1.4 and 2 length to height and hvae been tested under cyclic lateral load in the structural laboratory of university of tehran.

کلمات کلیدی:
masonry,seismic behavior , shear strength, confined walls, lateral loading

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/115233/