Optimum spacing of high strength bolts for connecting additional flange plates to original longitudinal stiffeners for seismic retrofitting of existing steel bridge piers
スポンサーリンク
概要
著者
-
Kitada Toshiyuki
Department of Civil Engineering, Osaka City University
-
Kitada T
Osaka City Univ.
-
Matsumura Masahide
Department of Civil Engineering, Osaka City University
-
Kagayama Taiichi
Maintenance Division, Hanshin Expressway Public Corporation
-
Kitada Toshiyuki
Department Of Civil Engineering Osaka City University
-
Matsumura M
Osaka City Univ.
-
Matsumura Masahide
Department Of Civil Engineering Osaka City University
-
Kitada Tadayoshi
Department of Civil Engineering, Osaka City University
関連論文
- 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
- Temperature stratification in the upper layer of Harima-Nada during summer
- Oxygen-Deficient Water Mass in Harima-Nada
- Effect of Phytoplankton Algae on the summer Secchi Disk Transparency of the Harimanada Sea
- Interannual Variation of the Dissolved Oxygen in the Summer Bottom Water of Harima-Nada from 1974 to 1988
- Interannual Variations in the summer Secchi Disk Transparency of Harima-Nada from 1974 to 1988
- An exploratory Data Analysis of Dissolved Oxygen in the Bottom Water during Summer in Harima-Nada from 1974 to 1988
- An Exploratory Data Analysis of Secchi Disk Transparency measured during Summer in Harimanada Sea Three Fifteen Years
- Elasto-Plastic and Finite Displacement Analysis of Cable-Stayed Bridges
- A Proposition for Designing Transverse Stiffeners of Horizontally Curved Girders in Ultimate State
- An Elasto - Plastic and Finite Displacement Analysis of Web Plates for Curved Girder Bridges by Using Isoparametric Finite Element Method
- Hybrid test for simulating seismic behavior of steel and composite bridge piers
- Development of a program for analyzing visco-elastic behavior of cable supported steel bridges
- Retrofitting methods placing short ductile panel in bridge pier columns
- A consideration for future steel bridge structures and constructions in Japan
- Mechanical behavior of high strength bolted tensile joints for steel box members subjected to tension and bending
- Temperature Stratification and its Influence on the Bottom Dissolved Oxygen in Harima-Nada