Technical Papers
Mar 20, 2013

Structural Vulnerability of a Single-Layer Dome Based on Its Form

Publication: Journal of Engineering Mechanics
Volume 140, Issue 1

Abstract

Structural vulnerability theory is a theory of structural form and connectivity. Its purpose is to identify particular failure scenarios by analyzing the connectivity of the structural form. In this paper, the displacement resulting from a unit force is taken as the evaluation index of the well-formedness of a structure. Load and structural form are studied in a unified theoretical framework to identify the potential weaknesses in such a structure under loading. A vulnerability analysis is then performed on three shake table test models of a single-layer reticulated dome built at a scale of 1:10 to determine its vulnerable failure scenarios. The results show that the collapse modes and the identified weaknesses of the structure predicted by the suggested method are consistent with the test results. This study verifies the effectiveness of the suggested method in determining the weaknesses and damage locations of the structure under load.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This work is supported by the National Science Foundation for Distinguished Young Scholars of China (Grant No. 51125031).

References

Agarwal, J., Blockley, D. I., and Woodman, N. J. (2001). “Vulnerability of 3-dimensional trusses.” Struct. Saf., 23(3), 203–220.
Agarwal, J., Blockley, D. I., and Woodman, N. J. (2003). “Vulnerability of structural systems.” Struct. Saf., 25(3), 263–286.
Augusti, G., Borri, C., and Niemann, H.-J. (2001). “Is Aeolian risk as significant as other environmental risks?” Reliab. Eng. Syst. Saf., 74(3), 227–237.
Baker, J., Schubert, M., and Faber, M. H. (2008). “On the assessment of robustness.” Struct. Saf., 30(3), 253–267.
Beeby, A. W. (1999). “Safety of structures, and a new approach to robustness.” Struct. Engineer, 77(4), 16–21.
Bertero, R. D., and Bertero, V. V. (1999). “Redundancy in earthquake-resistant design.” J. Struct. Eng., 125(1), 81–88.
Blockley, D. I., and Godfrey, P. (2000). Doing it differently, Thomas Telford, London, 10–15.
Ji, T., and Bell, A. (2008). Seeing and touching structural concepts, Taylor & Francis, New York, 76–79.
Kato, S., Ueki, T., and Mukaiyama, Y. (1997). “Study of dynamic collapse of single-layer reticular domes subjected to earthquake motion and the estimation of statically equivalent seismic forces.” Int. J. Space Structures, 12(3&4), 191–204.
Lind, N. C. (1995). “A measure of vulnerability and damage tolerance.” Reliab. Eng. Syst. Saf., 48(1), 1–6.
Lu, Z., Yu, Y., Woodman, N. J., and Blockley, D. I. (1999). “A theory of structural vulnerability.” Struct. Engineer, 77(18), 17–24.
Ministry of Housing and Local Government. (1968). Collapse of Flats at Ronan Point, Canning Town, HMSO, London, 46–51.
Pinto, J., Blockley, D. I., and Woodman, N. J. (2002). “The risk of vulnerable failure.” J. Struct. Saf., 24(2–4), 107–122.
Saka, T., and Taniguchi, Y. (1997). “Damage to spatial structures by the 1995 Hyogoken-Nanbu earthquake in Japan.” Int. J. Space Structures, 12(3–4), 125–133.
Shen, S. Z., and Zhi, X. D. (2005). “Failure mechanism of reticular shells subjected to dynamic actions.” Proc., 4th Int. Conf. on Advances on Steel Structure, Vol. I, Elsevier, London, 69–82.
Wu, X., Blockley, D. I., and Woodman, N. J. (1993a). “Vulnerability analysis of structural systems. I: Rings and clusters.” J. Civil Eng. Syst., 10(4), 301–317.
Wu, X., Blockley, D. I., and Woodman, N. J. (1993b). “Vulnerability analysis of structural systems. II: Failure scenarios.” J. Civil Eng. Syst., 10(4), 319–333.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 140Issue 1January 2014
Pages: 112 - 127

History

Received: Aug 26, 2012
Accepted: Mar 18, 2013
Published online: Mar 20, 2013
Published in print: Jan 1, 2014

Permissions

Request permissions for this article.

Authors

Affiliations

Lecturer, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210018, China; and Lecturer, School of Architectural and Surveying & Mapping Engineering, Jiangxi University of Science and Technology, Ganzhou 341000, China. E-mail: [email protected]
Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210018, China (corresponding author). E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share