General Session

[General Session] B. Structures (seismic response, structural testing, seismic design, seismic isolation, structural control, seismic retrofit, interactions, etc.) » B-5 Building structures

Building structures /RC structures (5)

Sat. Nov 25, 2023 2:00 PM - 3:30 PM G404 (PACIFICO Yokohama North, 4F)

Chairperson: Tomohisa Mukai (National Institute for Land and Infrastructure Management)

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2:00 PM - 2:12 PM

[Day3-G404-12] Numerical simulation of the structural test on a 2.5-story model frame representing lower stories of existing high-rise RC buildings with nonstructural flat walls

*Peizhi Zhao¹, Rokhyun Yoon¹, Yasushi Sanada¹ (1. Osaka University)

2:13 PM - 2:25 PM

[Day3-G404-13] Nonlinear FE analysis for RC-column and S-beam Joint using high strength rebar

*Kenji Yonezawa¹ (1. Obayashi Corporation)

2:26 PM - 2:38 PM

[Day3-G404-14] Experimental study on Anchorage Capacity of Headed Reinforcement Bars Embedded in L-shaped Beam-Column Joints

*Tomoya Matsui¹, M Hadia¹, Sanada Yasushi ², Sakuta Joji ³, Kiyohara Toshihiko³, Kim Yooheui⁴, Adachi Tomohiro ⁴ (1. Toyohashi University of Technology, 2. Osaka University, 3. Horie Engineering and Architectural Research Institute, 4. Tokyo Tekko Co., Ltd)

2:39 PM - 2:51 PM

[Day3-G404-15] Interior Beam-Column Connections with Different Column-to-Beam Strength Ratio and Reinforcement Ratio of Joint Hoops

*Naoki Onishi¹, Seitaro Tajiri¹, Hitoshi Shiohara¹ (1. The University of Tokyo)

2:52 PM - 3:04 PM

[Day3-G404-16] Study on Parameters Affecting Seismic Performance of Reinforced Concrete Walls with Openings

*Uchida Ryo¹ (1. Okayama University)

3:05 PM - 3:17 PM

[Day3-G404-17] Evaluation of Backbone curves of Unbonded Post-Tensioned Precast Concrete Walls

*Yuki Akita¹, Priyana Rajbhandari¹, Taku Obara², Susumu Kono¹, Masanori Tani³, David Mukai⁴ (1. Tokyo Institute of Technology, 2. National Institute for Land and Infrastructure Management, 3. Kyoto University, 4. University of Wyoming)

3:18 PM - 3:30 PM

[Day3-G404-18] Analytical Study on Deformation Capacity of RC Columns with Wing Walls without Anchoring Longitudinal Wall Reinforcements

*Rinnosuke Niizeki¹, Koichi Kusunoki¹, Yusuke Maida¹, Trevor Zhiquig Yeow¹ (1. Tokyo University)

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