Analysis of Tensegrity Rotationally Repetitive Space Structures Using the Substructuring Method

Author:

Mottahedin Aida1ORCID,Keyvani Jafar2,Kaveh Ali3

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Kharazmi Univ., Tehran 15719-14911, Iran (corresponding author). ORCID: .

2. Associate Professor, School of Civil Engineering, Kharazmi Univ., Tehran 15719-14911, Iran.

3. Professor, School of Civil Engineering, Iran Univ. of Science and Technology, Tehran 13114-16846, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Reference26 articles.

1. Progressive Collapse of Single-Layer Braced Domes

2. Aghayere A. O. 1983. “Structural systems with polar symmetry: Solution by quasicirculant matrices.” Doctoral dissertation Dept. of Civil Engineering Massachusetts Institute of Technology.

3. Generalized Eigenvalue Analysis of Symmetric Prestressed Structures Using Group Theory

4. Chen Y. J. Feng L. Zhuang and S. Xia. 2012. “Elastic stability of symmetric dome structures using group theory.” In Proc. Earth and Space 2012: Engineering Science Construction and Operations in Challenging Environments 655–663. Reston VA: ASCE. https://doi.org/10.1061/9780784412190.071.

5. Geiger D. H. A. Stefaniuk and D. Chen. 1986. “The design and construction of two cable domes for the Korean Olympics.” In Proc. IASS Symp. on Shells Membranes and Space Frames. Amsterdam Netherlands: Elsevier Science Publishers BV.

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