Ductility demands of tall buildings subjected to base rocking induced by Rayleigh waves-Reference-Cited by-同舟云学术

Ductility demands of tall buildings subjected to base rocking induced by Rayleigh waves

Published:2019-05-30 Issue:10 Volume:48 Page:1174-1194
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct Dyn

Author:

Meza Fajardo Kristel C.¹^ORCID,Papageorgiou Apostolos S.²

Affiliation:

1. Risk and Prevention DivisionBureau de Recherches Géologiques et Minières Orléans France

2. Department of Civil EngineeringUniversity of Patras Patras Greece

Funder

Bureau de Recherches Géologiques et Minières

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3179

Reference26 articles.

1. Response of tall buildings to base rocking induced by Rayleigh waves

2. Seismic hazard in Buenos Aires, Argentina: A preliminary study on the effects of long‐distance earthquakes on tall buildings;Bertero RD;Earthquake Engng Struct Dyn,2018

3. Effect of axial deformation on the periods of tall buildings;Rubinstein;Bull Seismol Soc Am,1964

4. Dynamic behavior of buildings with non-uniform stiffness along their height assessed through coupled flexural and shear beams

5. Approximate Seismic Lateral Deformation Demands in Multistory Buildings

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