مشروع البحث: OPTIMIZATION OF SHEAR WALL THICKNESS, CONFIGURATION, AND PLACEMENT FOR IRREGULARLY SHAPED RC BUILDINGS UNDER SEISMIC LOAD
تحميل...
المساهمين
الممولين
رقم التعريف
1155
الباحث
افطيمة محمد عبد الله الشويهدي
الوصف
One specific typology that has become prevalent is the RC frame-shear-wall dual system, which is employed widely in commercial and residential high-rise structures. Architectural flexibility is combined with enhanced lateral stiffness and strength in this system, which are essential for resisting seismic loads. However, while conventional buildings with regular geometries have well-established design frameworks, irregular forms—such as the common L-shaped configuration—have been less thoroughly characterised seismically, particularly with respect to the optimal design and placement of shear walls. The significance of this gap has been evidenced by the distinct seismic responses observed in past earthquakes, where inadequate shear-wall configurations have contributed to disproportionate damage or even catastrophic structural failures
الكلمات الدالة
OPTIMIZATION OF SHEAR WALL THICKNESS,