Numerical analyses of steel beam–column joints subjected to catenary action

• المؤلفون الرئيسيون: Tan, Kang Hai, Yang, Bo
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2013
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/97007; http://hdl.handle.net/10220/11662
• المؤسسة: Nanyang Technological University

This paper presents the numerical results of 6 beam–column joint tests using six types of connections: web cleat, fin plate, top and seat with web angles (TSWA) (8 mm thick angle), flush end plate, extended end plate, and TSWA (12 mm thick angle). Both static and explicit dynamic solvers were employ...