A study on Elasto-Plastic Behavior of Tall Buildings Under Wind Loads in Hybrid Vibration Technique
Author:
Publisher
Japan Association for Wind Engineering
Subject
Renewable Energy, Sustainability and the Environment
Reference11 articles.
1. 1)A. Kawaguchi, A. Teramura, Y. Omote, Time history response of a tall building with a tuned mass damper under wind force, Journal of wind engineering and industrial aerodynamics No.41-44, 1992, pp1946-1960
2. A STUDY ON WIND-INDUCED RESPONSE CHARACTERISTICS AND PREDICTION FOR INELASTIC STRUCTURE : Part 1. A case of across-wind vibration
3. A STUDY ON WIND-INDUCED RESPONSE CHARACTERISTICS AND PREDICTION FOR INELASTIC STRUCTURE : Part 2. A case of along-wind vibration
4. PROPERTIES OF ELASTO-PLASTIC RESPONSES OF A TALL BUILDING IN ACROSS-WIND DIRECTION
5. 5)大熊武司, 伊藤純子, 振動依存風力を考慮した時刻歴応答解析による短形断面弾塑性構造物の風応答性状, 第15回風工学シンポジウム, 1998.12, pp479-484
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1. DEVELOPMENT OF MEASURING SYSTEM OF WIND EXTERNAL FORCE ACTING ON BASE-ISOLATED HIGH-RISE BUILDINGS AND RESPONSE APPLYING NEW HYBRID AERODYNAMIC VIBRATION TECHNIQUE(Structures);AIJ Journal of Technology and Design;2006
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