مشروع البحث:
Behaviour of Masonry Arches Under Foundation Movement

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المساهمين
الممولين
رقم التعريف
930
الباحث
احمد محمد سالم النقاصة
المشرفين
منشورات
وحدات تنظيمية
الوصف
Results revealed accurate predictions of masonry arch failure mechanisms. The validated models were subjected to foundation settlement, sliding, and rotation tests, revealing changes in structural behaviour due to foundation movement. Sliding and rotational movements notably reduced peak load capacity and stiffness due to the widening of existing cracks. Although settlement movements had minimal impact on peak load capacity, they did reduce stiffness. Combined movements indicated a pattern in abutment reactions, with the most substantial effect observed when sliding was double the settlement.
الكلمات الدالة
Behaviour of Masonry Arches Under