Faculty Profiles - Takuya Nagae

Papers - Takuya Nagae

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長周期地震動をうける超高層建物のオイルダンパーによる制振補強効果 Reviewed

佐藤大樹，長江拓也，北村春幸，梶原浩一

日本建築学会技術報告集 ( 58 ) page： 969-974 2018.10

大型震動台による10階建て鉄筋コンクリート造建物の三次元振動実験 (2015)−基礎すべり建物の実験方法と応答− Reviewed

土佐内優介，佐藤栄児，福山國夫，井上貴仁，梶原浩一，塩原等，壁谷澤寿海，長江拓也，福山洋，壁谷澤寿一，向井智久

日本建築学会構造系論文集 ( 750 ) page： 1139-1149 2018.8

PERFORMANCE ASSESSMENT OF A FOUR-STORY RC STRUCTURE THROUGH FULL-SCALE TESTS AND NUMERICAL ANALYSIS International coauthorship

Cem Yenidogani, Ryo Yokoyama, Takuya Nagae, Koichi Kajiwara, Luis Ibarra

16th European Conference on Earthquake Engineering 2018.6

Shake table test of a full-scale four-story reinforced concrete structure and numerical representation of overall response with modified IMK model Reviewed International coauthorship

Yenidogan Cem, Yokoyama Ryo, Nagae Takuya, Tahara Kenichi, Tosauchi Yusuke, Kajiwara Koichi, Ghannoum Wassim

BULLETIN OF EARTHQUAKE ENGINEERING Vol. 16 ( 5 ) page： 2087-2118 2018.5

鉄骨造18層骨組を対象とした振動台実験における長周期地震動による骨組崩壊挙動 Reviewed

久保田淳，高橋元美，鈴木芳隆，澤本佳和，聲高裕治，伊山潤，長江拓也

日本建築学会構造系論文集 ( 746 ) page： 625-635 2018.4

Experiences, accomplishments, lessons, and challenges of E-defense-Tests using world's largest shaking table

Nakashima Masayoshi, Nagae Takuya, Enokida Ryuta, Kajiwara Koichi

JAPAN ARCHITECTURAL REVIEW Vol. 1 ( 1 ) page： 4-17 2018.1

Seismic Damage Reduction of a Structural System based on Nontraditional Sliding Interfaces with Graphite Lubrication

Enokida Ryuta, Nagae Takuya

JOURNAL OF EARTHQUAKE ENGINEERING Vol. 22 ( 4 ) page： 666-686 2018

COMPUTATIONAL MODELLING OF A FOUR STOREY POST-TENSIONED CONCRETE BUILDING SUBJECTED TO SHAKE TABLE TESTING Invited Reviewed International coauthorship

Watkins Jonathan, Sritharan Sri, Nagae Takuya, Henry Richard S.

BULLETIN OF THE NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING Vol. 50 ( 4 ) page： 595-607 2017.12

Shake-Table Test of a Full-Scale 4-Story Precast Concrete Building. I: Overview and Experimental Results Reviewed International coauthorship

Gavridou Sofia, Wallace John W., Nagae Takuya, Matsumori Taizo, Tahara Kenich, Fukuyama Kunio

JOURNAL OF STRUCTURAL ENGINEERING Vol. 143 ( 6 ) 2017.6

Shake-Table Test of a Full-Scale 4-Story Precast Concrete Building. II: Analytical Studies Reviewed International coauthorship

Gavridou Sofia, Wallace John W., Nagae Takuya, Matsumori Taizo, Tahara Kenich, Fukuyama Kunio

JOURNAL OF STRUCTURAL ENGINEERING Vol. 143 ( 6 ) 2017.6

オイル・鋼製ダンパーを用いた下層部分制振補強の効果と影響に関する検討 Reviewed

加藤翼，佐藤大樹，佐藤利昭，北村春幸，長江拓也，石井正人，吉江慶祐

日本建築学会技術報告集 ( 48 ) page： 533-538 2015.6

DESIGN IMPLICATIONS OF A LARGE-SCALE SHAKING TABLE TEST ON A FOUR-STORY REINFORCED CONCRETE BUILDING Reviewed

T. Nagae, W. M. Ghannoum, J. Kwon, K. Tahara, K. Fukuyama, T. Matsumori, H. Shiohara, T. Kabeyasawa, S. Kono, M. Nishiyama, R. Sause, J. W. Wallace, and J. P. Moehle

American Concrete Institute, Structural Journal Vol. 112 ( 2 ) page： 135-146 2015.3

Authorship：Lead author Language：English Publishing type：Research paper (scientific journal)

A full-scale, four-story, reinforced concrete building designed in accordance with the current Japanese seismic design code was tested under multi-directional shaking on the E-Defense shake table. A two-bay moment frame system was adopted in the longer plan direction and a pair of multi-story walls was incorporated in the exterior frames in the shorter plan direction. Minor adjustments to the designs were made to bring the final structure closer to U.S. practice and thereby benefit a broader audience. The resulting details of the test building reflected most current U.S. seismic design provisions. The structure remained stable throughout the series of severe shaking tests, even though lateral story drift ratios exceeded 0.04. The structure did, however, sustain severe damage in the walls and beam-column joints. Beams and columns showed limited damage and maintained core integrity throughout the series of tests. Implications of test results for the seismic design provisions of ACI 318-11 are discussed.

振動台実験に基づく地震時室内被災状況のモニタリング技術とシミュレーションの開発

松下卓矢，倉田和巳，飛田潤，福和伸夫，吉澤睦博，長江拓也

日本建築学会技術報告集 ( 43 ) page： 871-874 2013.10

性能評価シートに基づく既存高層鋼構造建物の柱梁接合部の調査

中川真里奈，佐藤大樹，長江拓也，北村春幸，佐野剛志

日本建築学会技術報告集 ( 42 ) page： 579-584 2013.6

Effectiveness of superelastic bars for seismic rehabilitation of clay-unit masonry walls

Kshitij C. Shrestha, Yoshikazu Araki, Takuya Nagae, Toshihiro Omori, Yuji Sutou, Ryosuke Kainuma and Kiyohito Ishida

Earthquake Engineering & Structural Dynamics Vol. 42 ( 5 ) page： 725-741 2013.4

黒鉛潤滑を応用した直置き型鋼構造建物柱脚の摩擦低減

榎田竜太，長江拓也，池永昌容，稲美充顕，中島正愛

日本建築学会構造系論文集 ( 685 ) page： 435-444 2013.3

超高層鋼構造建物の現場溶接接合部が有する耐震性能を検証するE-ディフェンス震動台実験

岡崎太一郎，松宮智央，長江拓也，福山國夫，井上貴仁，中島正愛

日本建築学会構造系論文集 ( 685 ) page： 569-578 2013.3

Seismic Capacity of Retrofitted Beam-to-Column Connections in High-Rise Steel Frames When Subjected to Long-Period Ground Motions

Yulin Chung, Takuya Nagae, Tomohiro Matsumiya, Masayoshi Nakashima

Earthquake Engineering & Structural Dynamics Vol. 41 ( 4 ) page： 735-753 2012.4

プレストレストコンクリート造建物の耐震性能評価と向上に関するＥ－ディフェンス振動台実験

長江拓也，田原健一，福山國夫，松森泰造，塩原等，壁谷澤寿海，河野進，西山峰広，西山功

日本建築学会構造系論文集 ( 671 ) page： 75-84 2012.1

超高層鋼構造建物の柱梁接合部に関する４層骨組振動台実験

松宮智央，長江拓也，鍾育霖，岡崎太一郎，福山國夫，中島正愛

日本建築学会構造系論文集 ( 671 ) page： 85-94 2012.1

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Papers - Takuya Nagae