The dynamic response of infinitely long constrained bars and its application for modelling SSI-Reference-Cited by-同舟云学术

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The dynamic response of infinitely long constrained bars and its application for modelling SSI

Published:2021-12 Issue: Volume:34 Page:875-885
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Pap Zsuzsa B.^ORCID,Kollár László P.

Funder

Budapesti Muszaki es Gazdasagtudomanyi Egyetem

Hungarian Scientific Research Fund

Emberi Eroforrások Minisztériuma

Nemzeti Kutatási Fejlesztési és Innovációs Hivatal

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference27 articles.

1. Assessment of lumped-parameter models for rigid footings;Andersen;Comput Struct,2010

2. The evaluation of impedance functions in the analysis of foundations vibrations using boundary element method;Çelebi;Appl Math Comput,2006

3. Dynamics of Structure, Theory and Applications to Earthquake Engineering;Chopra,2012

4. Dunn, P.W., 2010. COMPARISON OF CONE MODEL AND MEASURED DYNAMIC IMPEDANCE.

5. FEMAP695, 2009. Quantification of Building Seismic Performance Factors. FEMA P695.

Cited by 1 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. The Parameter Identification of Structure with TMD considering Seismic Soil‐Structure Interaction;Structural Control and Health Monitoring;2024-01

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