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Effect of strong ground motion duration on the expected peak values of floor response spectra in elastic buildings

Autor: Kensaku Kaneko

Publikováno v: Japan Architectural Review, Vol 2, Iss 4, Pp 440-450 (2019)

Nonstructural components (eg, suspended ceilings, equipment, and piping systems) resonate with buildings and could suffer severe damage during strong earthquakes. The aim of the present study is to evaluate resonance properties based on the duration

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c5aaac8afbec02cdde07530ce03e8985
https://doi.org/10.1002/2475-8876.12114

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A Closed-Form Expression of Horizontal Seismic Force Acting on Nonstructural Comonents in Base-Isolated Buildings with Hysteretic Damper

Autor: Kaneko, Kensaku

Publikováno v: 日本免震構造協会会誌，MENSHIN. :62-65

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=jairo_______::e7ccadd24510e3a887cf935e887a3b40
http://t2r2.star.titech.ac.jp/cgi-bin/publicationinfo.cgi?q_publication_content_number=CTT100800815

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非構造部材の共振時応答倍率に関する地震動の継続時間を考慮した期待値

Autor: Kensaku Kaneko

Publikováno v: 日本建築学会構造系論文集. 83(No. 746):555-563

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a6747d0ccc8c4198b839b08b42bb1b8b
http://t2r2.star.titech.ac.jp/cgi-bin/publicationinfo.cgi?q_publication_content_number=CTT100757829

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Akademický článek

钢结构高楼结构系统细部设计探讨

Autor: 陈正平

Publikováno v: Jianzhu Gangjiegou Jinzhan, Vol (2005)

高楼结构设计除须决定结构系统、地震力、结构分析及构件设计等工作外,尚有许多传力路径所经过之力量集中处、分析模式与实际结构施作不同而产生之差异、不同结构材料间力量转换,以�

Externí odkaz: https://doaj.org/article/38034f20c6f24d1fafb6e8277baa1abe

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Direct Evaluation Method of Floor Response Spectra from Specified Ground Response Spectra Based on Spectrum Difference Rule

Autor: Kaneko, Kensaku

Publikováno v: 日本建築学会構造系論文集. 81(No. 729):1789-1797

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=jairo_______::8c8a66aa116429f6df3e00e32819ef8c
http://t2r2.star.titech.ac.jp/cgi-bin/publicationinfo.cgi?q_publication_content_number=CTT100719010

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任意階の床応答スペクトルの機械学習に基づく非構造部材の設計支援手法

Autor: Kaneko, Kensaku

Publikováno v: 日本建築学会構造系論文集. 83(No. 754)

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=jairo_______::6cec203ea52b008ce9bd13b1e0e3532c
http://t2r2.star.titech.ac.jp/cgi-bin/publicationinfo.cgi?q_publication_content_number=CTT100770798

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Seismic Coefficient Profile in Suspended Ceiling Subjected to Non-uniformly Distributed Accerelation due to Roof Deformation

Autor: Kaneko, Kensaku, MOTOYUI, SHOJIRO

Publikováno v: 日本建築学会構造系論文集. 80(No. 712):861-871

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=jairo_______::43d420d2d13b19a2d31f57f74e950db7
http://t2r2.star.titech.ac.jp/cgi-bin/publicationinfo.cgi?q_publication_content_number=CTT100718996

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RESEARCH ON COMPRESSION BUCKLING PART ASSISTANT STIFFENING ARRANGEMENT OF THE HYBRID SINGLE-LAYER LATTICE SHELL BY A PARTS SYSTEM FOR THE FORCES OF EARTHQUAKE

Publikováno v: 法政大学大学院紀要. デザイン工学研究科編 = 法政大学大学院紀要. デザイン工学研究科編. 3:1-6

As a load exerted on the shell structures enlarge due to the effects of the vertical acceleration caused by horizontal seismic motion in addition to the dead load, the arrangement of the supplementary parts is necessary to be verified accordingly. Th

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=jairo_______::06f1dd156e70ef6fa3c070ea84376cd6
http://hdl.handle.net/10114/8981

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