Critical Response of Multi-Story Damped Bilinear Hysteretic Shear Building Under Multi Impulse as Representative of Long-Period, Long-Duration Earthquake Ground Motions
Author:
Funder
Japan Society for the Promotion of Science
Publisher
Frontiers Media SA
Subject
Urban Studies,Building and Construction,Geography, Planning and Development
Reference42 articles.
1. Critical response evaluation of damped bilinear hysteretic SDOF model under long duration ground motion simulated by multi impulse motion;Akehashi;Int. J. Earthquake Impact Eng.
2. Critical response of nonlinear base-isolated building considering soil-structure interaction under double impulse as substitute for near-fault ground motion;Akehashi;Front. Built Environ.
3. Critical response of single-degree-of-freedom damped bilinear hysteretic system under double impulse as substitute for near-fault ground motion;Akehashi;Front. Built Environ.
4. Optimal viscous damper placement for elastic-plastic mdof structures under critical double impulse;Akehashi;Front. Built Environ.,2019
5. Comparative investigation on optimal viscous damper placement for elastic-plastic MDOF structures: transfer function amplitude or double impulse;Akehashi;Soil Dyn. Earthquake Eng.,2020
Cited by 2 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. OPTIMAL DESIGN OF INERTIAL MASS DAMPER FOR SDOF ELASTIC-PLASTIC BUILDING STRUCTURES SUBJECTED TO LONG-DURATION EARTHQUAKE GROUND MOTIONS;Journal of Structural and Construction Engineering (Transactions of AIJ);2022-11-01
2. Critical Response of High-Rise Buildings With Deformation-Concentration Seismic Control System Under Double and Multi Impulses Representing Pulse-Type and Long-Duration Ground Motions;Frontiers in Built Environment;2021-03-12
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