Experimental and numerical studies of pin-ended S960 ultra-high strength steel press-braked channel section columns

• المؤلف الرئيسي: Ong, Shao Quan
• مؤلفون آخرون: Zhao Ou
• التنسيق: Final Year Project
• اللغة: English
• منشور في: Nanyang Technological University 2019
• الموضوعات: Engineering; Engineering::Civil engineering::Structures and design
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/136523

Ultra-high strength steel (UHSS) Grade S960 with the nominal yield stress of 960 MPa, is receiving increasing attention due to its higher strength-to-weight ratio. However, its application in construction engineering is rather limited due to the lack of adequate design rules, as the current internat...