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Frontiers of Structural and Civil Engineering >> 2012, Volume 6, Issue 3 doi: 10.1007/s11709-012-0163-9
Implementation of total Lagrangian formulation for the elasto-plastic analysis of plane steel frames exposed to fire
1. Shanghai Tong Hao Civil Engineering Consultant Co. Ltd., Shanghai 200092, China; 2. Department of Building Engineering College of Civil Engineering, Tongji University, Shanghai 200092, China; 3. Land Transport Authority of Singapore, Singapore 219428, Singapore
Abstract
Keywords
co-rotational ; total Lagrangian ; geometrical nonlinearity ; fire ; elasto-plastic
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