2024 Fall Meeting
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Session Details

Oral presentationIV. Nuclear Plant Technologies : 401-3 Reactor Design, Construction and Examination of Nuclear Power Station, Aseismatic Design, Nuclear Ship

[3I01-08]Reactor Design, Nuclear Power Plant Construction and Seismic Resistance

Fri. Sep 13, 2024 9:45 AM - 11:55 AM JST
Fri. Sep 13, 2024 12:45 AM - 2:55 AM UTC
Room I(Recture RoomsB 1F B103)
Chair:Tetsuo Matsumura(PowerM)
9:45 AM - 10:00 AM JST(12:45 AM - 1:00 AM UTC)

[3I01]Technical Demonstration for NuScale “VOYGRTM”(8) Structural Feasibility Study of Reactor Building Modularization and its technical challenge during construction

*Ryo Kitajima1, Yasutomi Morimoto1, Yuki Sato1, Kenji Yamane1, Shunji Kataoka1, Fumitaka Sukawa2, Kota Ibuki2, Daisuke Koike3, Paul Boyadjian4 (1. JGC corporation, 2. Obayashi corporation, 3. IHI corporation, 4. NuScale Power)
Comment()
10:00 AM - 10:15 AM JST(1:00 AM - 1:15 AM UTC)

[3I02]Technical Demonstration for NuScale “VOYGRTM”(9) Evaluation for Nuclear-Hydrogen Production with NuScale VOYGRTM

*Ryuki Tahara1, Keisuke Narita1, Amy Kozel2, Luis Eduardo DePavia2, Yasutomi Morimoto1, Daisuke Koike3, Paul Boyadjian2 (1. JGC, 2. NuScale Power, 3. IHI)
Comment()
10:15 AM - 10:30 AM JST(1:15 AM - 1:30 AM UTC)

[3I03]Technical Demonstration for NuScale “VOYGRTM”(10) Engineering and manufacturing technology study on reactor components

*Yasumasa Ayuzawa1, Ryoji Osafune1, Daisuke Koike1, Yasutomi Morimoto2, Paul Boyadjian3 (1. IHI, 2. JGC, 3. NuScale Power)
Comment()
10:30 AM - 10:45 AM JST(1:30 AM - 1:45 AM UTC)

[3I04]Proposal of New Structural Design to Improve Seismic Resistance of Cable RacksPart 1: Outline of Research and Experimental Plan

*Osamu Furuya1, Tsuyoshi Fukasawa1, Satoshi Fujita1, Shuya Akaiwa1, Kazuma Nishiwaki2, Hisashi Misumi2 (1. Tokyo Denki University, 2. KANDENKO CO., LTD.)
Comment()
10:45 AM - 11:00 AM JST(1:45 AM - 2:00 AM UTC)

[3I05]Proposal of New Structural Design to Improve Seismic Resistance of Cable Racks(2)Part 2: Verification of Seismic Response Based on Vibration Experiments with Bidirectional Horizontal Input

*Shuya Akaiwa1, Tsuyoshi Fukasawa1, Osamu Furuya1, Takaki Aeba1, Satoshi Fujita1, Kazuma Nishiwaki2, Hisashi Misumi2 (1. Tokyo Denki University, 2. KANDENKO)
Comment()
11:00 AM - 11:15 AM JST(2:00 AM - 2:15 AM UTC)

[3I06]Proposal of New Structural Design to Improve Seismic Resistance of Cable Racks(3) Part 3: Discussion of Vibration Characteristics using Running Response Spectrum

*Tsuyoshi Fukasawa1, Osamu Furuya1, Takaki Aeba1, Shuya Akaiwa1, Satoshi Fujita1, Kazuma Nishiwaki2, Keisuke Izumi2 (1. Tokyo Denki University, 2. Kandenko)
Comment()
11:15 AM - 11:30 AM JST(2:15 AM - 2:30 AM UTC)

[3I07]Soil-Structure Interaction Analysis for Concrete Structures(1) Structural Nonlinearity for RC and SC Structures

*Yuki Sato1, Ma Ella Candice Mag-Alasin1, Dan M. Ghiocel2, Shunji Kataoka1, Yasutomi Morimoto1 (1. JGC Corporation, 2. GP Technologies Inc.)
Comment()
11:30 AM - 11:45 AM JST(2:30 AM - 2:45 AM UTC)

[3I08]Soil-Structure Interaction Analysis for Concrete Structures(2) Comparison of Japanese and US Standards for Structural Nonlinearity of SC Structures

Yuki Sato1, *Ma Ella Candice Mag-alasin1, Dan M. Ghiocel2, Shunji Kataoka1, Yasutomi Morimoto1 (1. JGC Corporation, 2. GP Technologies Inc.)
Comment()
11:45 AM - 11:55 AM JST(2:45 AM - 2:55 AM UTC)

Time reserved for Chair

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