Automatic Two-Stage Calculation of Bifurcation Path of Perfect Shallow Reticulated Domes-Reference-Cited by-同舟云学术

Automatic Two-Stage Calculation of Bifurcation Path of Perfect Shallow Reticulated Domes

Published:2007-02 Issue:2 Volume:133 Page:185-194
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kani I. M.¹²,Heidari A.¹²

Affiliation:

1. Associate Professor of Structural Engineering, Faculty of Engineering, Tehran Univ., Enghelab Ave., Tehran, Iran.

2. Postgraduate Student of Structural Engineering, Faculty of Engineering, Tehran Univ., Enghelab Ave., Tehran, Iran.

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%282007%29133%3A2%28185%29

Reference11 articles.

1. A fast incremental/iterative solution that handles snap-through;Crisfield M. A.;Comput. Struct.,1980

2. Gioncu V. (1995). “Buckling of reticulated shells state-of-the-art.” Int. J. Space Struct.ZZZZZZ0956-0599 10(1).

3. Kani I. M. (1986). “A theoretical and experimental investigation of collapse of shallow reticulated domes.” Ph.D. thesis Dept. of Engineering Cambridge Univ. Cambridge U.K.

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