Parameters affecting the seismic response of buildings under bi-directional excitation-Reference-Cited by-同舟云学术

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Parameters affecting the seismic response of buildings under bi-directional excitation

Published:2015-03-10 Issue:5 Volume:53 Page:957-979
ISSN:1225-4568
Container-title:Structural Engineering and Mechanics
language:en
Short-container-title:Structural Engineering and Mechanics

Author:

Fontara Ioanna-Kleoniki M.,Kostinakis Konstantinos G.,Manoukas Grigorios E.,Athanatopoulou Asimina M.

Publisher

Techno-Press

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Cited by 41 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. Assessing the impact of multi-directional ground motion on RC frame buildings: a data-driven approach using vulnerability functions and regression analysis;Bulletin of Earthquake Engineering;2024-09-05

2. Mechanisms of Thick-Hard Roof and Thin Aquifer Zone Floor Destruction and the Evolution Law of Water Inrush;Water;2024-08-15

3. Evaluation of Critical Input Directions for Establishing the Maximum Response of Structures under Bidirectional Seismic Action: Case Study of Eight-Story Structures;Journal of Structural Engineering;2024-08

4. Historical Evolution of the Impact of Seismic Incident Angles on the Safety Assessment of Various Building Construction Typologies;Buildings;2024-05-21

5. Effects of Inclination of Longitudinal and Vertical Acceleration Components of Near-field Earthquake Records on Seismic Responses of Pile Foundation-Superstructure Systems in Liquefiable Soil Bed;Journal of Earthquake and Tsunami;2023-12-29

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