Pushover analysis for flexible and semi‐flexible pile‐supported wharf structures accounting the dynamic magnification factors due to torsional effects-Reference-Cited by-同舟云学术

Pushover analysis for flexible and semi‐flexible pile‐supported wharf structures accounting the dynamic magnification factors due to torsional effects

Published:2020-09-24 Issue:6 Volume:21 Page:2669-2688
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Zacchei Enrico¹^ORCID,Lyra Pedro H. C.²³,Stucchi Fernando R.⁴³

Affiliation:

1. Itecons ‐ Institute for Research and Technological Development in Construction, Energy, Environment and Sustainability Coimbra Portugal

2. Department of Civil Engineering Mauá Institute of Technology (MIT) São Paulo Brazil

3. Polytechnic School of São Paulo University of São Paulo (USP) São Paulo Brazil

4. EGT Engineering Ltda São Paulo Brazil

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202000137

Reference59 articles.

1. Equivalent damping for displacement-based seismic design of pile-supported wharves with soil–pile interaction

2. NaUJ ChaudhuriSR ShinozukaM. Performance evaluation of pile‐supported wharf under seismic loading Technical council on lifeline earthquake engineering conference (TCLEE) June 28–July 1 Oakland CA;2009.

3. Seismic Performance of Pile-Supported Wharf Structures considering Soil-Structure Interaction in Liquefied Soil

4. Simplified method of seismic performance analysis for pile‐supported wharf structures;Ran G;Appl Mech Mater,2013

5. Enhancing seismic capacity of pile‐supported wharves using yielding dampers;Mousavi SA;J Struct,2013

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