Application of influence lines for the ultimate capacity of beams under moving loads
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference17 articles.
1. Spread of plasticity: quasi-plastic-hinge approach;Attalla;J Struct Eng,1994
2. Plastic design of frames;Baker,1969
3. Basic influence line equations for continuous beams and rigid frames;Buckley;J Struct Eng,1997
4. Nonlinear static analysis of continuous multi-span suspension bridges;Choi;Int J Steel Struct,2013
5. Structural analysis;Ghali,1972
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