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논문 기본 정보

자료유형
학술저널
저자정보
Haciefendioglu, Kemal (Department of Civil Engineering, Ondokuz Mayis University) Banerjee, Swagata (Department of Civil and Environmental Engineering,The Pennsylvania State University) Soyluk, Kurtulus (Department of Civil Engineering, Gazi University) Koksal, Olgun (Vocational High School of Kavak, Ondokuz Mayis University)
저널정보
테크노프레스 Structural engineering and mechanics : An international journal Structural engineering and mechanics : An international journal 제53권 제5호
발행연도
2015.1
수록면
897 - 919 (23page)

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In this study, the effects of ground shocks due to explosive loads on the dynamic response of historical masonry bridges are investigated by using the multi-point shock response spectrum method. With this purpose, different charge weights and distances from the charge center are considered for the analyses of a masonry bridge and depending on these parameters frequency-varying shock spectra are determined and applied to each support of the two-span masonry bridge. The net blast induced ground motion consists of air-induced and direct-induced ground motions. Acceleration time histories of blast induced ground motions are obtained depending on a deterministic shape function and a stationary process. Shock response spectrums determined from the ground shock time histories are simulated using BlastGM software. The results obtained from uniform and multi-point response spectrum analyses cases show that significant differences take place between the uniform and multi-point blast-induced ground motions.

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