New deformation-controlled design of reinforced concrete flexural members subjected to blast loadings

• المؤلفون الرئيسيون: Li, Bing, Qian, Kai
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: Conference or Workshop Item
• اللغة: English
• منشور في: 2014
• الموضوعات: DRNTU::Engineering::Civil engineering::Structures and design
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/99403; http://hdl.handle.net/10220/24050
• المؤسسة: Nanyang Technological University

Both maximum displacement and displacement ductility factor should be considered in the design of a blast resistant structure since both the parameters correlate with an expected performance level of a reinforced concrete (RC) structural member during a blast event. Assuming that the actual respons...