FRAMEWORK FOR ESTIMATING THE RELIABILITY OF BRIDGES AND EMBANKMENTS UNDER BOTH SEISMIC AND TSUNAMI HAZARDS: A CASE STUDY OF THE ANTICIPATED NANKAI TROUGH EARTHQUAKE

Author:

ISHIBASHI Hiroki,KOJIMA Takayuki,AKIYAMA Mitsuyoshi,KOSHIMURA Shunichi

Publisher

Japan Society of Civil Engineers

Reference20 articles.

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3. 4) Banerjee, S. and Prasad, G. G. : Seismic risk assessment of reinforced concrete bridges in flood-prone regions, Structure and Infrastructure Engineering, Vol. 9, No. 9, pp. 952-968, 2013.

4. 5) Chock, G., Yu, G., Thio, H. K. and Lynett, P. : Target structural reliability analysis for tsunami hydrodynamic loads of the ASCE 7 standard, Journal of Structural Engineering, Vol. 142, No. 11, pp. 04016092-1-12, 2016.

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1. EARTHQUAKE–TSUNAMI INTERACTION DIAGRAM CONSIDERING FOUNDATION UPLIFT;Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE));2022

2. PROBABILISTIC TSUNAMI HAZARD ANALYSIS USING RADIAL BASIS FUNCTION NETWORK AND QUASI-MONTE CARLO SIMULATION AND ITS APPLICATION TO RISK ESTIMATION OF DISASTER WASTE CAUSED BY THE ANTICIPATED NANKAI TROUGH EARTHQUAKE;Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE));2022

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