Nonlinear Seismic Dam and Foundation Analysis Using Explicit Newmark Integration Method with Static Condensation-Reference-Cited by-同舟云学术

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Nonlinear Seismic Dam and Foundation Analysis Using Explicit Newmark Integration Method with Static Condensation

Published:2017 Issue: Volume:199 Page:316-321
ISSN:1877-7058
Container-title:Procedia Engineering
language:en
Short-container-title:Procedia Engineering

Author:

Albostan Utku,Bahcecioglu Tunc,Arici Yalin,Kurc Ozgur

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference9 articles.

1. Earthquake Analysis of Arch Dams I: Dam-Foundation Interaction. Journal of Engineering Mechanics;Maeso;ASCE,1993

2. Earthquake Analysis of Arch Dams II: Dam-Water-Foundation Interaction. Journal of Engineering Mechanics;Dominguez;ASCE,1993

3. T. Bahçecioğlu, U. Albostan, Ö. Kurç, An Extensible parallel finite element analysis environment: Panthalassa. 10th International Congress on Advances in Civil Engineering. Turkey, Ankara, 2012.

4. A method of computation for structural dynamics;Newmark;Journal of the Engineering Mechanics Division,1959

5. Implicit-explicit finite elements in transient analysis: Implementation and numerical examples;Hughes;ASME Journal of Applied Mechanics,1978

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. Reliability Assessment of Shallow Foundation Stability Under Eccentric Load Using Monte Carlo and First Order Second Moment Method;Geotechnical and Geological Engineering;2021-05-20

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