DESIGN METHOD OF DAMPER CONNECTIONS BY POST-TENSIONED CONNECTION UTILIZING DUCTILE CAST IRON PLATE WITH SHEAR-KEY AND EXPERIMENTAL VERIFICATION OF RC FRAME WITH DAMPERS-Reference-Cited by-同舟云学术

DESIGN METHOD OF DAMPER CONNECTIONS BY POST-TENSIONED CONNECTION UTILIZING DUCTILE CAST IRON PLATE WITH SHEAR-KEY AND EXPERIMENTAL VERIFICATION OF RC FRAME WITH DAMPERS

Published:2020 Issue:770 Volume:85 Page:563-573
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

MAIDA Yusuke¹,SAKATA Hiroyasu¹,SHIMAZAKI Kazushi²,IZUMI Nobuyuki³,TAKENAKA Hiroyuki⁴,WATANABE Toru⁵,SAEKI Eiichiro⁶,SHIBUTA Keiichiro⁶

Affiliation:

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

2. Dept. of Arch. and Build. Eng., Kanagawa University

3. Graduate School of Eng., Chiba University

4. Research and Development Center, TODA Corporation

5. Research & Development Division, Okabe Co., Ltd.

6. Hinodesuidokiki Co., Ltd.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/85/770/85_563/_pdf

Reference13 articles.

1. 1) Yusuke Maida, Shunsuke Makita, Tomoki Nishina, Nobuyuki Izumi : Structural Characteristics of Existing High-rise RC Buildings Classified as Seismic Resistant, Seismic Response Control, and Seismic Isolation Structure, AIJ Journal of Technology and Design, Vol. 24, No. 56, pp. 171-176, 2018.2 (in Japanese)　毎田悠承, 蒔田峻介, 仁科智貴, 和泉信之：耐震・制振・免震構造に分類した既存超高層RC造建築物の構造特性, 日本建築学会技術報告集, 第24巻, 第56号, pp. 171-176, 2018.2

2. 2) Hiroshi Kuramoto, Wataru Kohira, Tomoya Matsui, Ken Tokoro, Koh Uematsu, Hiroshi Nakamura, Kazuhiko Kasai, Akira Wada : Dynamic Behavior of RC Frame Installing Stud Column with Viscoelastic Damper, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 618, pp. 89-96, 2007.8 (in Japanese)　倉本洋, 小平渉, 松井智哉, 所健, 植松工, 中村博志, 笠井和彦, 和田章 : 粘弾性ダンパー付き間柱を設置したRCフレームの動的挙動, 日本建築学会構造系論文集, 第618号, pp. 89-96, 2007.8

3. 3) Yuta Sashima, Yasushi Sanada, Hiroki Sugiura : A New Friction Damper to Enhance Energy Dissipation Capacity of Prestressted Concrete Structure, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 76, No. 666, pp. 1489-1497, 2011.8 (in Japanese)　佐島悠太, 真田靖士, 杉浦弘樹 : プレストレストコンクリート構造のエネルギー吸収性能を向上する摩擦ダンパーの開発, 日本建築学会構造系論文集, 第76巻, 第666号, pp. 1489-1497, 2011.8

4. 4) Yusuke Maida, Kiyoka Kinoshita, Hiroyasu Sakata, Kazushi Shimazaki, Nobuyuki Izumi, Eiichiro Saeki : Shear Strength Evaluation of Post-tensioned Connection between Ductile Cast Iron Plate with Shear-key and Concrete - Applications of dampers in concrete composite structures by post-tensioned connection utilizing ductile cast iron plate with shear-key Part 1 -, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 82, No. 739, pp. 1425-1435, 2017.9 (in Japanese)　毎田悠承, 木下澄香, 坂田弘安, 島崎和司, 和泉信之, 佐伯英一郎 : 突起付き鋳鉄製プレートとコンクリートの圧着接合面におけるせん断耐力の評価－突起付き鋳鉄製プレート圧着接合法を用いたコンクリート系構造物へのダンパー適用に関する研究その1－, 日本建築学会構造系論文集, 第82巻, 第739号, pp. 1425-1435, 2017.9

5. 5) Architectural Institute of Japan, Recommendation for Design of Connections in Steel Structures, pp. 292-295, 2013.7 (in Japanese)　日本建築学会 : 鋼構造接合部設計指針, pp. 292-295, 2013.7