SIMPLE SEISMIC DAMAGE EVALUATION OF TRANSMISSION TOWER CONSIDERING POST BRACE-BUCKLING BEHAVIOR

Author:

NAKAMURA Takeshi1,TERAZAWA Yuki2,TAKEUCHI Toru2

Affiliation:

1. Steel Tower Engineering Division, TOMOE Corporation

2. Dept. of Arch. and Build. Eng., Tokyo Institute of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference27 articles.

1. 1) Cabimet Office, Disaster prevention response examination based on earthquake observation and evaluation along the Nankai Trough Working Group : Evaluation of Disaster Prevention Based on Earthquake Observation and Evaluation along the Nankai Trough Direction of Working Group Together (Proposal), 2016. 9 (in Japanese) 内閣府:南海トラフ沿いの地震観測・評価に基づく防災対応検討ワーキンググループとりまとめ方向性(案)2016. 9

2. 2) Industrial Council Security Subcommittee Safety Subcommittee : Electrical Equipment Earthquake Countermeasures Working Report, 2013.3 (in Japanese) 産業構造審議会保安分科会電力安全小委員会:電気設備地震対策ワーキング報告書, 2013. 3

3. 3) ETRA : Seismic Design of Transmission Towers and Issues, Vol.73, No.3, 2018.3 (in Japanese) 電気協同研究会:送電用鉄塔耐震設計とその課題, 第 73 巻, 第 3 号, 2018. 3

4. 4) TEPCO : Supplementary Explanation on the analysis of seismic observation data acquired during the 2007 Niigata-ken-Oki-Chuetsu Earthquake at the Kashiwazaki-Kariwa Nuclear Power Station, 2008.7 (in Japanese) 東京電力株式会社:柏崎刈羽原子力発電所における平成 19 年新潟県沖中越地震時に取得された地震観測データの分析に関する補足説明, 2008. 7

5. 5) Suzuki, T., Ogawa, T., Satoh, N., Fukasawa, T. : Study on Buckling Strength of Tubular Trussed Tower (Part 2)- Case of Buckling at Bracing Member having Shear Bolted Joints-, Journal of Structural and Construction Engineering (Transactions of AIJ), No.434, pp.125-135, 1992.4 (in Japanese) 鈴木敏郎, 小河利行, 佐藤亘宏, 深沢隆:塔状トラス骨組の座屈耐力に関する研究(その 2)端部がせん断ボルト接合される斜材で座屈場合, 日本建築学会構造系論文報告集, 第 434 号, pp.125-135, 1992. 4

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1. FUNDAMENTAL STUDY ON SEISMIC RETROFIT FOR ANGLE BRACE CONNECTIONS OF TRANSMISSION TOWER USING STEEL PLATE ADHESIVE BONDING;Journal of Structural and Construction Engineering (Transactions of AIJ);2024-04-01

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