Pseudoforce Method for Nonlinear Analysis and Reanalysis of Structural Systems-Reference-Cited by-同舟云学术

Pseudoforce Method for Nonlinear Analysis and Reanalysis of Structural Systems

Published:2001-05 Issue:5 Volume:127 Page:570-578
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Deng Linzhong¹²,Ghosn Michel¹²

Affiliation:

1. Grad. Res. Asst., Dept. of Civ. Engrg., City Coll. of New York and Grad. Ctr. of City Univ. of New York/CUNY, New York, NY 10031.

2. Prof., Dept. of Civ. Engrg., City Coll. of New York and Grad. Ctr. of City Univ. of New York/CUNY, New York, NY 10031.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282001%29127%3A5%28570%29

Reference32 articles.

1. Static Reanalysis: A Review

2. “Survey of structural reanalysis techniques.”;Arora J. S.;J. Struct. Div.,1976

3. Argyris J. H. ( 1956). “The matrix analysis of structures with cut-outs and modifications.” Communication to 9th Int. Congr. of Theoretical and Appl. Mech. University of Brussels Brussels 131–142.

4. Bathe K. J. ( 1996). Finite element procedures Prentice-Hall Upper Saddle River N.J.

5. Deng L. ( 2000). “Reliability analysis of highway bridge systems.” PhD thesis City University of New York New York.

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