A PREDICTION METHOD FOR RESPONSE OF AN ELASTO-PLASTIC STRUCTURE TO WIDE-BAND FLUCTUATING WIND FORCE WITH NON-ZERO MEAN COMPONENT BASED ON ENERGY BALANCE-Reference-Cited by-同舟云学术

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A PREDICTION METHOD FOR RESPONSE OF AN ELASTO-PLASTIC STRUCTURE TO WIDE-BAND FLUCTUATING WIND FORCE WITH NON-ZERO MEAN COMPONENT BASED ON ENERGY BALANCE

Published:2006 Issue:608 Volume:71 Page:21-28
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

YOSHIE Keisuke¹,KITAMURA Haruyuki²,OHKUMA Takeshi³,WADA Akira⁴

Affiliation:

1. Structural Engineering Dept., Nikken Sekkei Ltd.:Tokyo Institute of Technology

2. Dept. of Architecture, Faculty of Science and Technology, Tokyo University of Science

3. Dept. of Architecture, Faculty of Engineering, Kanagawa University

4. Structural Engineering Research Center, Tokyo Institute of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/71/608/71_KJ00004393180/_pdf

Reference4 articles.

1. A PREDICTION METHOD FOR RESPONSE OF AN ELASTO-PLASTIC STRUCTURE TO FLUCTUATING WIND FORCE BASED ON ENERGY BALANCE

Cited by 8 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

1. A PROBABILITY STATISTICAL PREDICTION MODEL FOR WIND-INDUCED RAINFLOW RANGE OF AN ELASTIC STRUCTURE;Journal of Structural and Construction Engineering (Transactions of AIJ);2024-04-01

2. Prediction on wind‐induced responses for tall buildings considering frequency dependency of viscoelastic damped structures;The Structural Design of Tall and Special Buildings;2024-03-14

3. Equivalent SDOF Models for Estimating Isolation-Layer Energy Dissipation in Base-Isolated Tall Buildings under Strong Winds;Buildings;2024-01-24

4. Alongwind and crosswind response of friction-pendulum base-isolated high-rise buildings;Engineering Structures;2023-10

5. Inelastic Response of Base-Isolated Tall Buildings under Nonstationary Winds: Response History Analysis and Statistical Linearization Approach;Journal of Engineering Mechanics;2021-10

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