Nonlinear Equation for Flexural Stiffness of Slender Composite Columns in Major Axis Bending
a moment magnifier approach
Approximately 12,000 isolated square composite columns, each
with a different combination of specified properties of variables, were simulated and used to generate the stiffness data. The columns
studied were subjected to short-term ultimate loads and equal and opposite end moments causing symmetrical single curvature bending
about the major axis of the encased steel section.
小弟乃菜鸟，初读文献，文献阅读能力实在不敢恭维，希望各位前辈留下些文献阅读经验或者方法，不胜感激！~
回复此楼
+1/271
