Stability of an explicit time-integration algorithm for hybrid tests, considering stiffness hardening behavior-Reference-Cited by-同舟云学术

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Stability of an explicit time-integration algorithm for hybrid tests, considering stiffness hardening behavior

Published:2018-07 Issue:3 Volume:17 Page:595-606
ISSN:1671-3664
Container-title:Earthquake Engineering and Engineering Vibration
language:en
Short-container-title:Earthq. Eng. Eng. Vib.

Author:

Wang Tao,Zhou Huimeng,Zhang Xipeng,Ran Tianran

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/s11803-018-0465-6/fulltext.html

Reference36 articles.

1. Bathe KJ and Wison EL (1973), “Stability and Accuracy Analysis of Direct Integration Methods,” Earthquake Engineering and Structural Dynamics, 1: 283–291.

2. Bursi OS, Jia C, Vulcan L, Neild SA and Wagg DJ (2011), “Rosenbrock-Based Algorithms and Subcycling Strategies for Real-Time Nonlinear Substructure Testing,” Earthquake Engineering and Structural Dynamics, 40: 1–19.

3. Chang SY (2007a), “Improved Explicit Method for Structural Dynamics,” Journal of Engineering Mechanics ASCE, 133(7): 748–760.

4. Chang SY (2007b), “Enhanced, Unconditionally Stable, Explicit Pseudodynamic Algorithm,” Journal of Engineering Mechanics, 133(5): 541–554.

5. Chen C and Ricles JM (2008), “Stability Analysis of Direct Integration Algorithms Applied to Nonlinear Structural Dynamics,” Journal of Engineering Mechanics, 134(9): 703–711.

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