Bridges in seismically active regions require rigorous assessment to ensure resilience. This paper presents a comprehensive structural evaluation of a 1.26-km‑long base‑isolated reinforced concrete bridge in the Philippines, designed to accommodate increasing traffic demands while maintaining integrity under seismic lo...
Imran Khan, Rodolfo P. Mendoza, Evan Joseph Brutas et al.· Proceedings of International...· 0 citations
Seismic assessment of reinforced-concrete (RC) buildings requires understanding behavior beyond the elastic range. Linear analysis cannot reveal yielding or capacity loss; nonlinear dynamic analysis is costly, and few studies report pushover output for a regular frame and an existing building. This study applies nonlin...
Sulayman Omar Mohammed Aldadah· American Journal of Manageme...· 0 citations
This study examines how lead-rubber bearing (LRB) isolation changes the seismic response of a ten-story reinforced-concrete building using matched fixed-base and isolated models. Three-dimensional ETABS models were analyzed using nonlinear direct integration under the EQ-X component of the 1999 Kocaeli earthquake recor...
A. Kadhum, Mohammed Abid Jameel, Mohammed A. Radi et al.· Civil Engineering Journal· 0 citations
This research evaluates the seismic resilience of lifeline bridge columns in Vancouver, British Columbia, by comparing traditional reinforced concrete (RC) columns with an equivalent circular concrete-encased steel (CES) system. Designed to meet the stringent performance-based requirements of CSA S6-25 and the BC Minis...
Short reinforced concrete (RC) columns in multistory structures are frequently subjected to
combined axial load and biaxial bending arising from wind, seismic actions, and construction
eccentricities. Accurate prediction of their nonlinear response remains challenging due to complex
stress interactions and limitatio...
Eyaramuonan Charles Arogo· International Journal of Eng...· 0 citations
Seismic retrofitting of existing reinforced concrete (RC) buildings is often required because of deficiencies in their original design, changes in seismic provisions, or increased functional demands. This study evaluates the effectiveness of steel bracing for improving the seismic performance of a ten-story, plan-irreg...
H. Jarrahi, Abbas Sadeghi, S. Vaziri· Research on Engineering Stru...· 0 citations
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