Simplified computational methods for estimating dynamic impedance of batter pile groups in homogeneous soil-Reference-Cited by-同舟云学术

Simplified computational methods for estimating dynamic impedance of batter pile groups in homogeneous soil

Published:2021-08-20 Issue:14 Volume:50 Page:3894-3915
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct Dyn.

Author:

Cemalovic Miran¹²^ORCID,Husebø Jan B.¹³,Kaynia Amir M.²⁴^ORCID

Affiliation:

1. Structural Engineering Technology Sweco Norway AS Bergen Norway

2. Department of Structural Engineering Norwegian University of Science and Technology Bergen Norway

3. Department of Civil Engineering Western Norway University of Applied Sciences Bergen Norway

4. Earthquake Engineering Offshore Energy Computational Geomechanics Norwegian Geotechnical Institute Oslo Norway

Publisher

Wiley

Subject

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

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3538

Reference36 articles.

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2. Normalisation Comité Européen. Eurocode 8: Design of structures for earthquake resistance: part 1: general rules seismic actions and rules for buildings.PLBIBITALIC—.2004.

3. Three-dimensional finite element analysis of the seismic behavior of inclined micropiles

4. Evidence of beneficial role of inclined piles: observations and summary of numerical analyses

5. Numerical analysis of seismic performance of inclined piles in liquefiable sands

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