Would RC wide-beam buildings in Spain have survived Lorca earthquake (11-05-2011)?-Reference-Cited by-同舟云学术

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Would RC wide-beam buildings in Spain have survived Lorca earthquake (11-05-2011)?

Published:2016-02 Issue: Volume:108 Page:134-154
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Domínguez D.,López-Almansa F.^ORCID,Benavent-Climent A.

Funder

Spanish Government

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference66 articles.

1. Building code requirements for structural concrete and commentary;ACI 318-08,2008

2. Earthquake-resistant limit-state design for buildings;Akiyama,1985

3. A measure of earthquake intensity;Arias,1970

4. Random vibration of degrading pinching systems;Baber;J Eng Mech,1985

5. Quantitative classification of near-fault ground motions using wavelet analysis;Baker;Bull Seismol Soc Am,2007

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1. Influence of high axial compression ratios in RC columns on the seismic response of MRF buildings;STRUCT ENG MECH;2024

2. Comparative Analysis and Evaluation of Seismic Response in Structures: Perspectives from Non-Linear Dynamic Analysis to Pushover Analysis;Applied Sciences;2024-03-15

3. Vulnerability of reinforced concrete frames using anti-seismic hysteretic devices for the Lorca earthquake (2011);International Journal of Protective Structures;2024-02-22

4. Structural and economic comparison of 4, 8 and 16-storey reinforced concrete frames with varying steel ratios;Case Studies in Construction Materials;2023-12

5. Optimización y diseño de colocación de muros de relleno en marcos estructurales de 4 y 8 plantas;Informes de la Construcción;2023-06-13

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