Nishimura Takashi | Department of Civil Engineering, Osaka City University
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概要
Department of Civil Engineering, Osaka City University | 論文
- Deformation capacity of large diameter high strength bolts with waisted shank subjected to axial tensile force
- Fundamental theory of computer program EPASS for applying elasto-plastic and finite displacement analysis to spatial framed steel bridges
- Basic Theory and numerical example for elasto-plastic and finite displacement analysis of stiffened plates with opening subjected to compression
- Optimum spacing of high strength bolts for connecting additional flange plates to original longitudinal stiffeners for seismic retrofitting of existing steel bridge piers
- A seismic retrofitting method and trial design for stiffened plates in existing steel bridge piers