Technical Papers
Mar 24, 2017

Evaluation of Structural Robustness against Column Loss: Methodology and Application to RC Frame Buildings

Publication: Journal of Structural Engineering
Volume 143, Issue 8

Abstract

A computational methodology is presented for evaluating structural robustness against column loss. The methodology is illustrated through application to RC frame buildings, using a reduced-order modeling approach for three-dimensional RC framing systems that includes the floor slabs. Comparisons with high-fidelity finite-element model results are presented to verify the approach. Pushdown analyses of prototype buildings under column loss scenarios are performed using the reduced-order modeling approach, and an energy-based procedure is used to account for the dynamic effects associated with sudden column loss. Results obtained using the energy-based approach are found to be in good agreement with results from direct dynamic analysis of sudden column loss. A metric for structural robustness is proposed, calculated by normalizing the ultimate capacities of the structural system under sudden column loss by the applicable service-level gravity loading and by evaluating the minimum value of this normalized ultimate capacity over all column removal scenarios. The procedure is applied to two prototype 10-story RC buildings, one using intermediate moment frames (IMFs) and the other using special moment frames (SMFs). The SMF building, with its more stringent seismic design and detailing, is found to have greater robustness.

Get full access to this article

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

Acknowledgments

Valuable comments and input on this work were provided by Fahim Sadek, H. S. Lew, and Jonathan M. Weigand of the National Institute of Standards and Technology.

Disclaimer

Certain commercial entities, equipment, products, or materials are identified in this document in order to describe a procedure or concept adequately. Such identification is not intended to imply recommendation, endorsement, or implication that the entities products, material, or equipment are necessarily the best available for the purpose.

References

Alashker, Y., El-Tawil, S., and Sadek, F. (2010). “Progressive collapse resistance of steel-concrete composite floors.” J. Struct. Eng., 1187–1196.
ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-10, Reston, VA.
ASTM. (2009). “Standard specification for deformed and plain carbon-steel bars for concrete reinforcement.” ASTM A615/A615M–09b, West Conshohocken, PA.
Baker, J. W., Schubert, M., and Faber, M. H. (2008). “On the assessment of robustness.” Struct. Saf., 30(3), 253–267.
Bao, Y., Lew, H. S., and Kunnath, S. K. (2014a). “Modeling of reinforced concrete assemblies under column removal scenario.” J. Struct. Eng., .
Bao, Y., Main, J. A., Lew, H. S., and Sadek, F. (2014b). “Robustness assessment of RC frame buildings under column loss scenarios.” Proc., 2014 Structures Congress, ASCE, Reston, VA.
CEN (European Committee for Standardization). (2006). “Actions on structures. Part 1-7: Accidental actions.”, Brussels, Belgium.
Cranford, S. W., Tarakanova, A., Pugno, N. M., and Buehler, M. J. (2012). “Nonlinear material behaviour of spider silk yields robust webs.” Nature, 482(7383), 72–76.
DoD (Department of Defense). (2009). “Design of buildings to resist progressive collapse.”, Washington, DC.
Fascetti, A., Kunnath, S. K., and Nisticò, N. (2015). “Robustness evaluation of RC frame buildings to progressive collapse.” Eng. Struct., 86, 242–249.
Formisano, A., Landolfo, R., and Mazzolani, F. M. (2015). “Robustness assessment approaches for steel framed structures under catastrophic events.” Comp. Struct., 147, 216–228.
GSA (General Services Administration). (2003). “Progressive collapse analysis design guidelines for new federal office buildings and major modernization projects.” Washington, DC.
Gudmundsson, G. V., and Izzuddin, B. A. (2010). “The ‘sudden column loss’ idealisation for disproportionate collapse assessment.” Struct. Eng., 88(6), 22–26.
Hallquist, J. (2007). “LS-DYNA keyword user’s manual.” Livermore Software Technology Corp., Livermore, CA.
Izzuddin, B. A., Vlassis, A. G., Elghazouli, A. Y., and Nethercot, D. A. (2008). “Progressive collapse of multi-storey buildings due to sudden column loss—Part I: Simplified assessment framework.” Eng. Struct., 30(5), 1308–1318.
Kent, D. C., and Park, R. (1971). “Flexural members with confined concrete.” J. Struct. Div., 97(7), 1969–1990.
Khandelwal, K., and El-Tawil, S. (2011). “Pushdown resistance as a measure of robustness in progressive collapse analysis.” Eng. Struct., 33(9), 2653–2661.
Lew, H. S., Bao, Y., Pujol, S., and Sozen, M. A. (2014). “Experimental study of reinforced concrete assemblies under column removal scenario.” ACI Struct. J., 111(4), 881–892.
Lew, H. S., Bao, Y., Sadek, F., Main, A. J., Pujol, S., and Sozen, M. A. (2011). “An experimental and computational study of reinforced concrete assemblies under a column removal scenario.”, National Institute of Standards and Technology, Gaithersburg, MD.
Lu, D. G., Cui, S. S., Song, P. Y., and Chen, Z. H. (2010). “Robustness assessment for progressive collapse of framed structures using pushdown analysis method.” Proc., 4th Int. Workshop on Reliable Engineering Computing, National Univ. of Singapore, Singapore.
Main, J. A. (2014). “Composite floor systems under column loss: Collapse resistance and tie force requirements.” J. Struct. Eng., .
Murray, Y. D., Abu-Odeh, A., and Bligh, R. (2007). “Evaluation of LS-DYNA concrete material model 159.”, Federal Highway Administration, McLean, VA.
Nafday, A. M. (2008). “System safety performance metrics for skeletal structures.” J. Struct. Eng., 499–504.
Powell, G. (2003). “Collapse analysis made easy (more or less).” Proc., Annual Meeting of the Los Angeles Tall Buildings Structural Design Council: Progressive Collapse and Blast Resistant Design of Buildings, Los Angeles Tall Buildings Structural Design Council, Los Angeles.
Powell, G. (2009). “Disproportionate collapse: The futility of using nonlinear analysis.” Proc., 2009 Structures Congress, ASCE, Reston, VA.
Raebel, C. H. (2011). “A quantitative study of robustness characteristics in steel framed structures.” Ph.D. dissertation, Univ. of Marquette, Milwaukee.
Sadek, F., El-Tawil, S., and Lew, H. S. (2008). “Robustness of composite floor systems with shear tab connections: Modeling, simulation, and evaluation.” J. Struct. Eng., 1717–1725.
Sasani, M., Werner, A., and Kazemi, A. (2011). “Bar fracture modeling in progressive collapse analysis of reinforced concrete structures.” Eng. Struct., 33(2), 401–409.
Scott, B. D., Park, R., and Priestley, M. J. N. (1982). “Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates.” ACI J., 79(1), 13–27.
Shen, Q., and Ghosh, S. K. (2006). “Assessing ability of seismic structural systems to withstand progressive collapse: Progressive collapse analysis of cast-in-place concrete frame buildings.” National Institute of Technology, Gaithersburg, MD.
Starossek, U., and Haberland, M. (2009). “Evaluating measures of structural robustness.” Proc., 2009 Structures Congress, ASCE, Reston, VA.
Starossek, U., and Haberland, M. (2010). “Disproportionate collapse: Terminology and procedures.” J. Perform. Constr. Facil., 519–528.
Su, Y., Tian, Y., and Song, X. (2009). “Progressive collapse resistance of axially-restrained frame beams.” ACI Struct. J., 106(5), 600–607.
Xiao, Y., Kunnath, S., Li, F. W., Zhao, Y. B., Lew, H. S., and Bao, Y. (2015). “Collapse test of three-story half-scale reinforced concrete frame building.” ACI Struct. J., 112(4), 429–438.
Xu, G., and Ellingwood, B. R. (2012). “An energy-based partial pushdown analysis for robustness assessment of building structures.” Proc., 2012 Structures Congress, ASCE, Reston, VA.
Yi, W. J., He, Q. F., Xiao, Y., and Kunnath, S. K. (2008). “Experimental study on progressive collapse-resistant behavior of reinforced concrete frame structures.” ACI Struct. J., 105(4), 433–439.
Yu, J., and Tan, K. H. (2013). “Experimental and numerical investigation on progressive collapse resistance of reinforced concrete beam column sub-assemblies.” Eng. Struct., 55, 90–106.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 143Issue 8August 2017

History

Received: Oct 21, 2015
Accepted: Jan 6, 2017
Published online: Mar 24, 2017
Published in print: Aug 1, 2017
Discussion open until: Aug 24, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Yihai Bao, A.M.ASCE [email protected]
IPA Researcher, National Institute of Standards and Technology, Gaithersburg, MD 20899; Assistant Project Scientist, Univ. of California-Davis, Davis, CA 961155. E-mail: [email protected]; [email protected]
Joseph A. Main, M.ASCE [email protected]
Research Structural Engineer, National Institute of Standards and Technology, Gaithersburg, MD 20899 (corresponding author). E-mail: [email protected]
Sam-Young Noh [email protected]
Associate Professor, Dept. of Architectural Engineering, Univ. of Hanyang, Ansan 15588, Korea. 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