Effects of infilled wall opening on load resisting capacity of RC frames to mitigate progressive collapse risk

• المؤلفون الرئيسيون: Qian, Kai, Lan, Dong-Qiu, Fu, Feng, Li, Bing
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2022
• الموضوعات: Engineering::Civil engineering; Progressive Collapse; Reinforced Concrete
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/154765

To quantify the load redistribution capacity of infill walls in reinforced concrete (RC) frames to resist progressive collapse, a series of five 1/4 scaled RC frames with or without infill walls were tested. The two-bay and three-story RC frames were tested using a pushdown loading regime. It was fo...