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Deterministic fracture analysis of cracked structures has been successful in demonstrating the behavior of structures under observed or postulated flaws.
In the context of seismic engineering, reliable modeling methodologies are needed to represent the nonlinear dynamic behavior of structures under the effect of the seismic action.
It seems that due to complicated behavior of structures under the effect of pulselike near-fault earthquakes, extending different LPs, which are originally based on studies conducted on far-fault earthquakes, are necessary for near-fault earthquakes.
The former is the source of the local ductility supply needed to achieve a global dissipative behavior of structures under seismic actions, whereas the latter governs the flexural overstrength whose knowledge is needed for an appropriate application of hierarchy criteria in seismic design of structures.
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But, the Energy method has better capabilities for understanding the behavior of structure under seismic loads in progressive collapse scenario.
Beam to column connections in reinforced concrete (RC) frames are among the elements having essential effects in determining the performance and behavior of structure under different loads.
Gulkan and Sozen (1974) investigated the nonlinear behavior of RC structures under dynamic loads, and presented equivalent equations for damping of single degree of freedom structures.
Therefore, it is important to consider the moisture effect in predicting thermal behavior of concrete structures under fire.
We also analyze the dynamic behavior of the structures under different operating points, including the one with minimum energy consumption.
The purpose of this paper is to investigate the static behavior of helical structures under axial loads.
The arc-length method is implemented to capture the snapping behavior of the structures under hygrothermal environmental conditions.
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