RELIABILITY ANALYSIS OF OPTIMALLY DESIGNED REINFORCED CONCRETE FRAMES IN ACCORDANCE WITH EUROCODE 2 (2004)
RELIABILITY ANALYSIS OF OPTIMALLY DESIGNED REINFORCED CONCRETE FRAMES IN ACCORDANCE WITH EUROCODE 2 (2004)
RELIABILITY ANALYSIS OF OPTIMALLY DESIGNED REINFORCED CONCRETE FRAMES IN ACCORDANCE WITH EUROCODE 2 (2004)
Abstract:
This work presents reliability analysis of optimally designed reinforced concrete frames in accordance with Eurocode 2 (2004). A computer program in MATLAB (2004) was developed to analyze the frames based on direct stiffness method. The mathematical models of the design…
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