FEASIBILITY STUDY ON EVALUATING REQUIRED SEISMIC CAPACITY FOR SAFETY LIMIT DESIGN OF HIGH-RISE RC BUILDINGS IN OS1 AND OS2 REGIONS AND ITS ESTIMATION BASED ON THE EQUIVALENT LINEARIZATION METHOD

Author:

YOSHIDA Hiroki1,SANADA Yasushi1,AWANO Masayuki2

Affiliation:

1. Graduate School of Engineering, Osaka University

2. Faculty of Architecture, Kindai University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference18 articles.

1. 1) Sugimoto, N., Katsumata, H., Miwada, G., Fukuyama, H. : Shukushou 20sou RCzou Tatemonoshikentai no Shindoujikken, Proceedings of the Japan Concrete Institute, Vol. 35, No. 2, pp. 325-330, 2013.7 (in Japanese) 杉本訓祥, 勝俣英雄, 三輪田吾郎, 福山洋:縮小20層RC造建物試験体の震動実験, コンクリート工学年次論文集, Vol. 35, No. 2, pp. 325-330, 2013.7

2. 2) Tanaka, S., Saito, T., Kato, H., Sugimoto, K. : E-deffense shindoudaijikken ni Motozuku Choukousou RCzou Kenchikubutsu no Jishinoutoukaiseki, Proceedings of the Japan Concrete Institute, Vol. 37, No. 2, pp. 61-66, 2015.7 (in Japanese) 田中修平, 斉藤大樹, 加藤博人, 杉本訓祥:Eディフェンス震動台実験に基づく超高層 RC 造建築物の地震応答解析, コンクリート工学年次論文集, Vol. 37, No. 2, pp. 61-66, 2015.7

3. 3) Ministry of Land, Infrastructure, Transport and Tourism : Choukousou-kenchikubutsutou niokeru Nankaitorahuzoi no Kyodaijishin niyoru Choushuukijishindou eno Taisaku nitsuite (Gijyutsutekijogen) (Measure against Long Period Ground Motion Due to a Huge Earthquake along the Nankai Trough in High Rise Buildings (Technical Advice)), Vol. 1111, 2016.6 (in Japanese) 国土交通省住宅局:超高層建築物等における南海トラフ沿いの巨大地震による長周期地震動への対策について(技術的助言), 1111号, 2016.6

4. 4) Yoshida, H., Sanada, Y. : A Study on Seismic Performance of High-rise Buildings in OS1 Region, Proceedings of the Japan Concrete Institute, Vol. 41, No. 2, pp. 13-18, 2019.7 (in Japanese) 吉田浩輝, 真田靖士:OS1地域を対象とする高層建築の耐震性能に関する一考察, コンクリート工学年次論文集, Vol. 41, No. 2, pp13-18, 2019.7

5. 5) Kitamura, H., Miyauchi, Y., Uramoto, H. : Study on Standards for Judging Structural Performances in Seismic Performance Based Design -Evaluation of the safety limit value and margin Iand II levels in JSCA seismic performance menu-, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 604, pp. 183-191, 2006.6 (in Japanese) 北村春幸, 宮内洋二, 浦本弥樹:性能設計における耐震診断基準値に関する研究―JSCA耐震性能メニューの安全限界値と余裕度レベルの検討―, 日本建築学会構造系論文集, No. 604, pp. 183-191, 2006.6

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3