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G G Deierlein
发表
THE USE OF 2ND-ORDER INELASTIC ANALYSIS TO EVALUATE FRAME STABILITY FOR DESIGN. IN: STRUCTURAL STABILITY RESEARCH COUNCIL. 1990 ANNUAL TECHNICAL SESSION, STABILITY OF BRIDGES, ST. LOUIS, MISSOURI, APRIL 10-11, 1990
G G Deierlein, 1990 .
Continuum Based Micro-Models for Ultra Low Cycle Fatigue Crack Initiation in Steel Structures
G G Deierlein, A M Kanvinde, 2005 .