Pushover Analysis Base on ASCE41-17 in ETABS v18

Pushover Analysis Based on ASCE41-17 in ETABS v18: Pushover analysis is a static procedure that uses a simplified nonlinear technique to estimate seismic structural deformations. Structures redesign themselves during earthquakes. As individual components of a structure yield or fail, the dynamic forces on the building are shifted to other components. A pushover analysis simulates this phenomenon by applying loads until the weak link in the structure is found and then revising the model to incorporate the changes in the structure caused by the weak link. A second iteration indicates how the loads are redistributed. The structure is “pushed” again until the second weak link is discovered. This process continues until a yield pattern for the whole structure under seis- mic loading is identified. Pushover analysis is commonly used to evaluate the seismic capacity of existing structures and appears in several recent guidelines for retrofit seismic design. It can also be useful for performance-based design of new buildings that rely on ductility or redundancies to resist earthquake forces.

Details

Title Pushover Analysis Base on ASCE41-17 in ETABS v18
Duration 20 Mins
Language English
Format MP4
Size 48 MB
Download Method Direct Download  
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source https://www.civilax.com/pushover-analysis-base-on-asce41-17-in-etabs-v18/