第V部門

構造設計 (2)

Fri. Sep 16, 2022 4:50 PM - 6:10 PM V-10 (吉田南総合館南棟　共南２１)

Chair: Shinichiro Furusho

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4:50 PM - 5:00 PM

[V-378] A study on the correlation between the span arrangement of the railway viaduct and the cross section of the pillar

*Yumika Narita¹, Osamu Kutomi¹, Niwa Kenji¹ (1. JR East Consultants Company)

5:00 PM - 5:10 PM

[V-379] Numerical Study on Load Capacity of RC Corner Part under Pure Bending Moment

*Hiroshi Murata¹, Ken Watanabe², Yuki Nakata² (1. Taisei Corporation, 2. Railway Technical Research Institute)

5:10 PM - 5:20 PM

[V-380] EVALUATION OF PUNCHING SHEAR CAPACITY OF FLAT SLAB BY 3D FEM ANALYSIS

*Hiroshi Ohno¹, Nguyen Dung¹, Naoyuki Araki¹, Koichiro Hara¹ (1. Shimizu Corporation)

5:20 PM - 5:30 PM

[V-381] Fundamental study on analytical model of railway RC rahmen Viaduct

*Junichi Abe¹, Taichi Yawata², Toshiya Tadokoro³, Wataru Otaki¹ (1. HRC Research Institute, 2. Railway Technical Research Institute(JR Central Consultants), 3. Railway Technical Research Institute)

5:30 PM - 5:40 PM

[V-382] Design of Tenjingawa Bridge (Tentative Name) in the Shin-Meishin Expressway -Structure of Seven Span Continuous RC Double-Tiered Arch Bridge -

*Daisuke Yamazaki¹, Taiki Fukuda², Kosuke Ito¹, Ryo Tsuchida¹, Ken Adachi², Hidekatsu Sekiguchi¹, Kaori Nakamura¹ (1. KAJIMA CORPORATION, 2. West Nippon Expressway Company)

5:40 PM - 5:50 PM

[V-383] Design of Tenjingawa Bridge (Tentative Name) in the Shin-Meishin Expressway -Adoption of Precast PC Intermediate Beams-

*Ryo Tsuchida¹, Taiki Fukuda², Kosuke Ito¹, Daisuke Yamazaki¹, Ken Adachi², Hidekatsu Sekiguchi¹, Takaaki Kofuru¹ (1. KAJIMA CORPORATION, 2. West Nippon Expressway Company)

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