Technical Papers
Mar 16, 2023

Multiaxis Hybrid Simulation of Collapse Resistant Buildings with Ductile Soft Story Formed by Concrete-Filled Steel Tube Columns

Publication: Journal of Structural Engineering
Volume 149, Issue 6

Abstract

A widespread problem in regions of low to moderate seismicity is the failure of buildings with soft-story collapse mechanisms. A reliable approach to improve the design of such buildings is to use concrete-filled steel tube (CFT) columns to form a ‘ductile’ soft story to arrest damage at the first level. This can perform as an isolator to limit the damage and prevent it from spreading to the rest of the building. In this paper, the multiaxis hybrid simulation method is used to evaluate the three-dimensional response of CFT columns while they serve as part of a building developing ductile soft first story mechanism. For this purpose, the multiaxis substructure testing (MAST) system at Swinburne University of Technology was utilized to simulate realistically the time-varying multi-directional boundary forces generated by ground motions on the CFT columns. The circular and square cross-section shapes as the most popular type of CFTs were tested and the damage progression, global hysteretic behavior, and deteriorating mechanisms were studied. The obtained data were then used to conduct a fragility analysis to compute the risk of collapse. The results highlight the excellent performance of CFTs and their potential to construct low-damage collapse resistant buildings.

Get full access to this article

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

Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request.

Acknowledgments

The authors acknowledge the support of the Smart Structures Laboratory at Swinburne University of Technology for the technical help and assistance in conducting the experiments.

References

ACI (American Concrete Institute). 2008. Building code requirements for structural concrete and commentary. ACI-318. Farmington Hills, MI: ACI.
AISC. 2010. Specification for structural steel buildings. Chicago: AISC.
Al-Attraqchi, A. Y., M. J. Hashemi, and R. Al-Mahaidi. 2020. “Hybrid simulation of bridges constructed with concrete-filled steel tube columns subjected to horizontal and vertical ground motions.” Bull. Earthquake Eng. 18 (9): 4453–4480. https://doi.org/10.1007/s10518-020-00871-7.
Al-Attraqchi, A. Y., M. J. Hashemi, and R. Al-Mahaidi. 2022. “Loss assessment of rigid-frame bridges under horizontal and vertical ground motions.” In Vol. 35 of Structures, 243–259. Amsterdam, Netherlands: Elsevier.
Al-Mahaidi, R., M. J. Hashemi, R. Kalfat, G. Burnett, and J. Wilson. 2018. Multi-axis substructure testing system for hybrid simulation. New York: Springer.
ASCE. 2010. Minimum design loads for buildings and other structures. ASCE/SEI 7–10. Reston, VA: ASCE.
Del Carpio, R. M., M. J. Hashemi, and G. Mosqueda. 2017. “Evaluation of integration methods for hybrid simulation of complex structural systems through collapse.” Earthquake Eng. Eng. Vibr. 16 (4): 745–759. https://doi.org/10.1007/s11803-017-0411-z.
Del Carpio Ramos, M., G. Mosqueda, and M. J. Hashemi. 2016. “Large-scale hybrid simulation of a steel moment frame building structure through collapse.” J. Struct. Eng. 142 (1): 04015086. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001328.
Elremaily, A., and A. Azizinamini. 2002. “Behavior and strength of circular concrete-filled tube columns.” J. Constr. Steel Res. 58 (12): 1567–1591. https://doi.org/10.1016/S0143-974X(02)00005-6.
FEMA. 2009. Quantification of building seismic performance factors. FEMA P695. Washington, DC: FEMA.
Guerrero, H., A. Teran-Gilmore, E. Zamora, J. Escobar, and R. Gómez. 2020. “Hybrid simulation tests of a soft Storey frame building upgraded with a buckling-restrained brace (BRB).” Exp. Tech. 44 (5): 553–572. https://doi.org/10.1007/s40799-020-00378-5.
Hajjar, J., B. Gourley, C. Tort, M. Denavit, P. Schiller, and N. L. Mundis. 2013. Steel-concrete composite structural systems. Boston: Northeastern Univ.
Hashemi, M. J., R. Al-Mahaidi, R. Kalfat, and G. Burnett. 2015. “Development and validation of multi-axis substructure testing system for full-scale experiments.” Aust. J. Struct. Eng. 16 (4): 302–315. https://doi.org/10.1080/13287982.2015.1092692.
Hashemi, M. J., Y. Al-Ogaidi, R. Al-Mahaidi, R. Kalfat, H.-H. Tsang, and J. L. Wilson. 2017a. “Application of hybrid simulation for collapse assessment of post-earthquake CFRP-repaired RC columns.” J. Struct. Eng. 143 (1): 04016149. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001629.
Hashemi, M. J., and G. Mosqueda. 2014. “Innovative substructuring technique for hybrid simulation of multistory buildings through collapse.” Earthquake Eng. Struct. Dyn. 43 (14): 2059–2074. https://doi.org/10.1002/eqe.2427.
Hashemi, M. J., H.-H. Tsang, Y. Al-Ogaidi, J. L. Wilson, and R. Al-Mahaidi. 2017b. “Collapse assessment of reinforced concrete building columns through multi-axis hybrid simulation.” ACI Struct. J. 114 (2): 437–449. https://doi.org/10.14359/51689438.
Hatzigeorgiou, G. D. 2008. “Numerical model for the behavior and capacity of circular CFT columns, part I: Theory.” Eng. Struct. 30 (6): 1573–1578. https://doi.org/10.1016/j.engstruct.2007.11.001.
Kumar, S., Y. Itoh, K. Saizuka, and T. Usami. 1997. “Pseudodynamic testing of scaled models.” J. Struct. Eng. 123 (4): 524–526. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:4(524).
Lignos, D. G., and H. Krawinkler. 2011. “Deterioration modeling of steel components in support of collapse prediction of steel moment frames under earthquake loading.” J. Struct. Eng. 137 (11): 1291–1302. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000376.
Lignos, D. G., H. Krawinkler, and A. S. Whittaker. 2011. “Prediction and validation of sidesway collapse of two scale models of a 4-story steel moment frame.” Earthquake Eng. Struct. Dyn. 40 (7): 807–825. https://doi.org/10.1002/eqe.1061.
Mou, B., P. Z. Xu, X. Wu, D. M. Gao, and L. C. Zhang. 2011. “The influence of column-to-beam strength ratio on seismic performance of concrete filled tube moment-resistant frames.” Adv. Mater. Res. 255–260: 2335–2340.
Otani, S. 1997. “Development of performance-based design methodology in Japan.” In Vol. 1 of Seismic design methodologies for the next generation of codes, 59–68. London: Taylor & Francis.
PEER (Pacific Earthquake Engineering Research Center). 2013. PEER ground motion database. Shallow crustal earthquakes in active tectonic regimes, NGA-West2. Berkeley, CA: Univ. of California.
Prestandard, F. 2000. Commentary for the seismic rehabilitation of buildings (FEMA356). Washington, DC: FEMA.
Priestley, M. J. N. 2000. “Performance based seismic design.” Bull. N.Z. Soc. Earthquake Eng. 33 (3): 325–346.
Qu, B., X. Guo, H. Chi, and M. Pollino. 2012. “Probabilistic evaluation of effect of column stiffness on seismic performance of steel plate shear walls.” Eng. Struct. 43 (Oct): 169–179. https://doi.org/10.1016/j.engstruct.2012.05.020.
Sakino, K., H. Nakahara, S. Morino, and I. Nishiyama. 2004. “Behavior of centrally loaded concrete-filled steel-tube short columns.” J. Struct. Eng. 130 (2): 180–188. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:2(180).
Schellenberg, A., H. K. Kim, Y. Takahashi, G. L. Fenves, and S. A. Mahin. 2009. OpenFresco command language manual, 38–39. Oakland, CA: Regents of the Univ. of California.
Schellenberg, A., and S. Mahin. 2006. “Integration of hybrid simulation within the general-purpose computational framework OpenSees.” In Proc., 8th National Conf. on Earthquake Engineering. Oakland, CA: EERI.
Shahsahebi, A., Z. Waezi, and M. J. Hashemi. 2020. “Seismic performance assessment of multi-story RC buildings with soft-story collapse mechanism equipped with gapped inclined bracing (GIB).” In Structures, 2448–2466. Amsterdam, Netherlands: Elsevier.
Skalomenos, K. A., K. Hayashi, R. Nishi, H. Inamasu, and M. Nakashima. 2016. “Experimental behavior of concrete-filled steel tube columns using ultrahigh-strength steel.” J. Struct. Eng. 142 (9): 04016057. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001513.
Sun, M., F. Fan, B. Sun, and X. Zhi. 2016. “Study on the effect of ground motion direction on the response of engineering structure.” Earthquake Eng. Eng. Vibr. 15 (4): 649–656. https://doi.org/10.1007/s11803-016-0355-8.
Tort, C., and J. F. Hajjar. 2007. Reliability-based performance-based design of rectangular concrete-filled steel tube (RCFT) members and frames. Minneapolis: Univ. of Minnesota.
Tsang, H.-H., J. L. Wilson, and E. F. Gad. 2020. “Collapse probability of soft-storey building in Australia and implications for risk-based seismic design.” Aust. J. Struct. Eng. 21 (4): 307–319. https://doi.org/10.1080/13287982.2020.1835157.
Villaverde, R. 2007. “Methods to assess the seismic collapse capacity of building structures: State of the art.” J. Struct. Eng. 133 (1): 57–66. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:1(57).
Yazdi, H. A., M. J. Hashemi, R. Al-Mahaidi, and E. Gad. 2021. “Multi-axis testing of concrete-filled steel tube columns forming ductile soft-story in multi-story buildings.” J. Constr. Steel Res. 183 (Aug): 106736. https://doi.org/10.1016/j.jcsr.2021.106736.
Zhang, Z., P. Xu, D. Gao, Y. Zhu, and R. Nie. 2018. “The study of the seismic performance of the strong-beam and weak-column shaped joints of concrete-filled steel tubular column and steel beams.” In Proc., 3rd Int. Conf. on Smart City and Systems Engineering (ICSCSE), 413–418. New York: IEEE.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 149Issue 6June 2023

History

Received: Oct 11, 2022
Accepted: Jan 24, 2023
Published online: Mar 16, 2023
Published in print: Jun 1, 2023
Discussion open until: Aug 16, 2023

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

M. Javad Hashemi [email protected]
Associate Professor, Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, Melbourne, VIC 3122, Australia (corresponding author). Email: [email protected]
Hamidreza A. Yazdi [email protected]
Formerly, Ph.D. Student, Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, Melbourne, VIC 3122, Australia. Email: [email protected]
Professor, Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, Melbourne, VIC 3122, Australia. ORCID: https://orcid.org/0000-0003-4456-6594. Email: [email protected]
Professor, Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, Melbourne, VIC 3122, Australia. 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

  • Seismic Performance Assessment of Built-Up High-Strength Steel Tubular Columns through Multiaxis Cyclic and Hybrid Simulation, Journal of Structural Engineering, 10.1061/JSENDH.STENG-12847, 150, 7, (2024).

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