THEORETICAL SOLUTIONS AND RESPONSE PROPERTIES OF MAXIMUM RESPONSE OF A SINGLE-DEGREE-OF-FREEDOM SYSTEM FOR PULSE-WAVE GROUND MOTIONS

Author:

YASUI Masaaki,NISHIKAGE Taketomo,MIKAMI Tomohiro,KAMEI Isao,SUZUKI Kyohei,HAYASHI Yasuhiro

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference25 articles.

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2. Three-dimensional Seismic Velocity Structure in and around the Focal Area of the 1996 Onikobe Earthquake Based on Vp/Vs Inversion

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4. 4)林康裕,森井雄史,川辺秀憲:予測地震動に対する建物応答と設計用地震荷重,日本建築学会近畿支部耐震構造研究部会主催シンポジウム「上町断層帯による想定地震動に対する建物の耐震設計を考える」pp.25-34,2009.1

5. 5)大阪市:大阪市土木.建築構造物震災対策技術検討会報告書,1997.3

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1. EVALUATION OF HUMAN RESPONSES TOWARD INJURY PREDICTION IN SUPER HIGH-RISE RESIDENTIAL BUILDINGS EXCITED BY PULSE-LIKE GROUND MOTIONS;Journal of Structural and Construction Engineering (Transactions of AIJ);2021-07-30

2. Evaluation of Pulse Wave Effect in Inland Crustal Earthquake Ground Motion;Lecture Notes in Civil Engineering;2020-12-23

3. EVALUATION OF IMPULSIVE EFFECT OF PULSE WAVE BY USE OF ENERGY INPUT TO STRUCTURES;Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE));2019

4. Innovative Seismic Response-Controlled System with Shear Wall and Concentrated Dampers in Lower Stories;Frontiers in Built Environment;2017-10-05

5. RELATIONSHIPS BETWEEN RESPONSE SPECTRA AND ENERGY SPECTRA BASED ON STRONG GROUND MOTION DATA INCLUDING LONG-PERIOD AND LONG-DURATION GROUND MOTIONS;Journal of Structural and Construction Engineering (Transactions of AIJ);2017

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