Muhammad Habib

Numerical Assessment of Seismic Performance of a Lead-Rubber Base-Isolated RC Frame under Site-Specific Earthquake Excitations: A Case Study of Quetta, Pakistan

Quetta lies in one of Pakistan's most seismically active regions, where the Building Code of Pakistan (BCP-2007) assigns a design ground acceleration of 0.32 g and UBC-97 Seismic Zone 4 is adopted as the design basis. Despite this hazard, location-specific research on sei...