An algorithm for the optimum design of braced and unbraced steel frames under earthquake loading
Optimal seismic-resistant design of a planar steel frame
Code:
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Optimal seismic-resistant design of a planar steel frame
Code:
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Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
http://forum.civilea.com/thread-27464.html
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