Proyek Pelaksanaan Jembatan Beton Bertulang Manual

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Conceptualized the problem is a building is loaded by earthquake-induced lateral forces that produce nonlinear response (damage) in structural components. Relations were established between structural response indices (drift limitations, inelastis member deformations), and performance level such as Operational (O), Immediate Occupancy (IO), Life Safety (LS) and Collapse Prevention (CP).The aim of this study are to find the performance objective of the building and to determine the performance point by .

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