Cyclic behavior of post-tensioned slab-rectangular column connections

• المؤلفون الرئيسيون: Himawan, Aris, Teng, Susanto
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2014
• الموضوعات: DRNTU::Engineering::Civil engineering::Structures and design
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/104020; http://hdl.handle.net/10220/19481
• المؤسسة: Nanyang Technological University

This paper describes testing of three interior post-tensioned slab-column connections having rectangular columns with a column aspect ratio of 5. The first specimen was tested under gravity load only. The second specimen was subjected to gravity and unidirectional cyclic lateral loading, and the thi...