Nonlinear stability of steel members

Author: Zheng Hong
Publisher:
Publish Date: 2002-08-22
Features: This book is based on the research achievements obtained by the author while participating in the National Natural Science Foundation of China project "Mechanism of Correlated Buckling Failure of Steel Structures under Earthquake Action and Seismic Countermeasures." It reviews the development history of structural steel constitutive models and related buckling analysis of steel structures, establishes an elastic-plastic anisotropic damage constitutive model for structural steel, and employs eight-node hyperparameter shell elements to derive the use of U.L.