Finite element modelling and design of stainless steel SHS and RHS beam-columns under moment gradients

• المؤلفون الرئيسيون: Zhao, Ou, Gardner, Leroy, Young, Ben
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2021
• الموضوعات: Engineering::Civil engineering; Continuous Strength Method; Interaction Formulas
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/151557
• المؤسسة: Nanyang Technological University

Structural design formulae for beam-columns require accurate end points (i.e. accurate resistance predictions for pure compression and pure bending), should be of suitable form to capture the interaction between the different components of loading and should take due account of the influence of a mo...