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Only a multi-reinforcement provides interesting results concerning the ultimate behavior.
Ultimate behavior according to two strength design methodologies has been studied.
The ultimate behavior of steel beams deeply influences the overall performance of steel frames.
However, the three methods provide limited information about ultimate behavior for complex connections.
In such a case, it is critical to know the ultimate behavior of the structures during severe earthquake.
In this paper, the ultimate behavior of a reinforced concrete cooling tower shell in hyperbolic configuration is presented.
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The chapter examines the three-dimensional ultimate behaviors of steel structures under severe seismic waves.
It was shown that ultimate behaviors such as ultimate strength, failure mode and curling occurrence by FEA were in a good agreement with those of test results.
Subsequently, this study has been focused on the ultimate behaviors and the influence of curling on ultimate strength in bolted joints fabricated with one bolt.
This study investigates ultimate behaviors such as ultimate strength and weld metal fracture mechanism of austenitic stainless steel (304 type) fillet-welded connections with TIG (tungsten inert gas) welding through experimental method.
It was shown that predictions by FE analysis method were in a good correspondence with test results for ultimate behaviors such as failure mode, ultimate strength and out-of-plane curling.
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