Technical Papers
May 19, 2018

Progressive Collapse Analysis of Multistory Moment Frames with Varying Mechanisms

Publication: Journal of Performance of Constructed Facilities
Volume 32, Issue 4

Abstract

Multistory frame structures are generally simplified as single-story substructures to study their progressive-collapse resistance. In this study, a single-story substructure was investigated, and its behavior was applied to multistory frame analyses. However, by omitting the effect of the Vierendeel mechanism, the present simplified model could not completely reflect the mechanical behaviors of the entire structure. Based on the double-span beam model, the collapse mechanisms of the single-story substructure was investigated and a resistance calculation method for the beam and catenary mechanisms was proposed. To analyze the effect of the Vierendeel mechanism on the overall behavior of multistory frames, a top-story substructure model was established for the middle-column removal scenario, and the entire failed span was selected for corner-column removal. The contribution index of the Vierendeel mechanism against the progressive collapse was introduced. Then, a two-dimensional (2D) steel frame with four spans and four stories was considered as an example to discuss the force redistribution after middle- and corner-column removal and to verify the validity of the mechanisms mentioned. Incorporating the models, the process of demolishing four columns of the Ohio Union building was simulated. The results showed that the simplified models were reasonable. The top and bottom stories of the multistory frame showed different anticollapse mechanisms, and the Vierendeel mechanism together with other mechanisms resisted the unbalanced load. Furthermore, it was determined that the Ohio Union building has reasonable resistance to progressive collapse.

Get full access to this article

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

References

ASCE. 2010. Minimum design loads for buildings and other structures. ASCE/SEI 7–10. Reston, VA: ASCE.
Biagi, V. D., F. Parisi, D. Asprone, B. Chiaia, and G. Manfredi. 2017. “Collapse resistance assessment through the implementation of progressive damage in finite element codes.” Eng. Struct. 136: 523–534. https://doi.org/10.1016/j.engstruct.2017.01.058.
Corley, W. G. 2004. “Lessons learned on improving resistance of buildings to terrorist attacks.” J. Perform. Constr. Facil. 18 (2): 68–78. https://doi.org/10.1061/(ASCE)0887-3828(2004)18:2(68).
Dinu, F., I. Marginean, and D. Dubina. 2017. “Experimental testing and numerical modelling of steel moment-frame connections under column loss.” Eng. Struct. 151: 861–878. https://doi.org/10.1016/j.engstruct.2017.08.068.
Dussenberry, D. O., and R. O. Hamburger. 2006. “Practical means for energy-based analysis of disproportional collapse potential.” J. Perform. Constr. Facil. 20 (4): 336–348. https://doi.org/10.1061/(ASCE)0887-3828(2006)20:4(336).
GSA (General Services Administration). 2013. Alternate path analysis and design guidelines for progressive collapse resistance. Washington, DC: US General Services Administration.
Huo, J. S., J. Q. Zhang, Y. Z. Liu, and F. Fu. 2017. “Dynamic behaviour and catenary action of axially-restrained steel beam under impact loading.” Structures 11: 84–96. https://doi.org/10.1016/j.istruc.2017.04.005.
Izzuddin, B. A. 2005. “A simplified model for axially restrained beams subject to extreme loading.” Int. J. Steel Struct. 5 (5): 421–429.
Izzuddin, B. A., A. G. Vlassis, A. Y. Elghazouli, and D. A. Nethercot. 2008. “Progressive collapse of multi-storey buildings due to sudden column loss—Part I: Simplified assessment framework.” Eng. Struct. 30 (5): 1308–1318. https://doi.org/10.1016/j.engstruct.2007.07.011.
Kang, S. B., and K. H. Tan. 2016. “Analytical model for compressive arch action in horizontally restrained beam-column subassemblages.” ACI Struct. J. 113 (4): 813–826. https://doi.org/10.14359/51688629.
Li, L., W. Wang, Y. Chen, and L. H. Teh. 2017. “A basis for comparing progressive collapse resistance of moment frames and connections.” J. Constr. Steel Res. 139: 1–5. https://doi.org/10.1016/j.jcsr.2017.09.007.
Naji, A., and F. Irani. 2012. “Progressive collapse analysis of steel frames: Simplified procedure and explicit expression for dynamic increase factor.” Int. J. Steel Struct. 12 (4): 537–549. https://doi.org/10.1007/s13296-012-4008-0.
Nav, F. M., R. Abbasnia, O. Rashidian, and N. Usefi. 2016. “Theoretical resistance of RC frames under the column removal scenario considering high strain rates.” J. Perform. Constr. Facil. 30 (5): 04016025. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000867.
Pearson, C., and N. Delatte. 2005. “Ronan point apartment tower collapse and its effect on building codes.” J. Perform. Constr. Facil. 19 (2): 172–177. https://doi.org/10.1061/(ASCE)0887-3828(2005)19:2(172).
Qian, K., and B. Li. 2012. “Dynamic performance of RC beam-column substructures under the scenario of the loss of a corner column—Experimental results.” Eng. Struct. 42: 154–167. https://doi.org/10.1016/j.engstruct.2012.04.016.
Sagiroglu, S., and M. Sasani. 2014. “Progressive collapse-resisting mechanisms of reinforced concrete structures and effects of initial damage locations.” J. Struct. Eng. 140 (3): 04013073. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000854.
Song, B. I., and H. Sezen. 2013. “Experimental and analytical progressive collapse assessment of a steel frame building.” Eng. Struct. 56: 664–672. https://doi.org/10.1016/j.engstruct.2013.05.050.
Stylianidis, P. M., D. A. Nethercot, B. A. Izzuddin, and A. Y. Elghazouli. 2016. “Study of the mechanics of progressive collapse with simplified beam models.” Eng. Struct. 117: 287–304. https://doi.org/10.1016/j.engstruct.2016.02.056.
Wang, W., C. Fang, X. Qin, Y. Y. Chen, and L. Li. 2016. “Performance of practical beam-to-SHS column connections against progressive collapse.” Eng. Struct. 106: 332–347. https://doi.org/10.1016/j.engstruct.2015.10.040.
Xiao, H., and B. Hedegaard. 2018. “Flexural, compressive arch, and catenary mechanisms in pseudostatic progressive collapse analysis.” J. Perform. Constr. Facil. 32 (1): 04017115. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001110.
Xu, M., S. Gao, L. Guo, F. Fu, and S. Zhang. 2018. “Study on collapse mechanism of steel frame with CFST-columns under column-removal scenario.” J. Constr. Steel Res. 141: 275–286. https://doi.org/10.1016/j.jcsr.2017.11.020.
Yang, B., and K. H. Tan. 2013. “Experimental tests of different types of bolted steel beam-column joints under a central-column-removal scenario.” Eng. Struct. 54: 112–130. https://doi.org/10.1016/j.engstruct.2013.03.037.
Yi, W. J., Q. F. He, Y. Xiao, and S. K. Kunnath. 2008. “Experimental study on progressive collapse-resistant behavior of reinforced concrete frame structures.” ACI Struct. J. 105 (4): 433–439.
Yu, H. L., and D. Y. Jeong. 2010. “Application of a stress triaxiality dependent fracture criterion in the finite element analysis of unnotched Charpy specimens.” Theor. Appl. Fract. Mech. 54 (1): 54–62. https://doi.org/10.1016/j.tafmec.2010.06.015.
Yu, J., and J. W. Tian. 2017. “Is the load transfer mechanism of each story in a multi-story building the same subjected to progressive collapse.” In Proc., Structures Congress 2017: Blast, Impact Loading, and Response of Structures, 165–179. Reston, VA: ASCE.
Zhong, W. H., B. Meng, and J. P. Hao. 2017. “Performance of different stiffness connections against progressive collapse.” J. Constr. Steel Res. 135: 162–175. https://doi.org/10.1016/j.jcsr.2017.04.021.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 32Issue 4August 2018

History

Received: Oct 16, 2017
Accepted: Feb 1, 2018
Published online: May 19, 2018
Published in print: Aug 1, 2018
Discussion open until: Oct 19, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Huiyun Qiao [email protected]
Ph.D. Candidate, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, Xi’an, Shaanxi 710055, China. Email: [email protected]
Yinghua Yang [email protected]
Professor, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, Xi’an, Shaanxi 710055, China (corresponding author). Email: [email protected]; [email protected]
Jianhao Zhang [email protected]
Research Student, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, Xi’an, Shaanxi 710055, China. Email: [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