Proceedings of the Symposium, Volumes 9-12Japan Society for the Promotion of Science, 1963 - Bridges |
Contents
Strength of High Strength Steel Colnmns with Box Type Section | 1 |
Repeated Strain Characteristic of High Strength Steel | 11 |
Workability Test on Truss Chord Members with 80 kgmm² Steel | 19 |
Copyright | |
51 other sections not shown
Other editions - View all
Proceedings of the Symposium, Volumes 13-17 Nihon Gakujutsu Kaigi. Kyōryō kōzō kōgaku kenkyū Renraku Iinkai No preview available - 1968 |
Proceedings of the Symposium, Volumes 1-5 Nihon Gakujutsu Kaigi. Kyōryō kōzō kōgaku kenkyū Renraku Iinkai No preview available - 1955 |
Common terms and phrases
30 Story acceleration amplitude aseismic design bending bending moment béton léger cable calculated center span Centro column condition connection considered construction coulage cross section curve damping dead load deflection deformation displacement distribution earthquake motions earthquake resistant Earthquake Response El Centro Engineering equation Flange floor frame high rise buildings horizontal Japan Japanese National Railways joint kg/cm² lateral load lift coefficient live load long span longitudinal main girders matrix maximum meters modes natural period obtained Osaka panel pier plastic plate prestressed concrete problems railway ratio résistance resistant design rigidity Saitama seismic coefficient SERAC shear force Shikoku shown in Fig Side span span length steel stacks Steel Weight stiffness stress Strouhal number structural design supported Rost Supporting beam suspended structures suspension bridge Table tablier tion Tokaido Line Tokyo Expressway tower University of Tokyo vertical vibration wind force wind velocity