Technical Papers
Aug 21, 2020

Evaluation of Seismic Performance of Reinforced Concrete Frame Buildings with Retrofitted Columns

Publication: Journal of Structural Engineering
Volume 146, Issue 11

Abstract

In the US, ASCE/SEI 41 serves as the primary standard for the seismic evaluation of existing buildings, as well as for retrofit design. In this study, 3-, 6-, and 9-story nonductile reinforced concrete (RC) frame buildings, designed to the 1967 Uniform Building Code, are retrofitted according to that document’s nonlinear static procedures. For each building, retrofits are designed to meet ASCE 41 collapse prevention (CP), life safety (LS), and immediate occupancy (IO) performance levels by retrofitting vulnerable columns. Multiple column retrofit techniques are considered for each performance level. Once retrofits are designed, the retrofitted buildings are assessed using a nonlinear time history analysis and the framework of performance-based earthquake engineering to quantify seismic performance, collapse risk, and economic losses. These metrics are compared to the stated retrofit performance objectives to evaluate how well the retrofits align with the objectives for the global seismic performance of buildings. The results show that retrofits to IO generally perform as expected, with buildings retaining nearly all their strength and stiffness after design level shaking events and damage concentrating away from the columns that were the target of the retrofits. However, improvements in the nonstructural performance may not be significant without design efforts specifically targeting those components. For retrofits designed to CP and LS, the performance of the retrofitted structures is better than the unretrofit structures but highly variable.

Get full access to this article

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

Acknowledgments

This material is based upon work supported by the National Science Foundation under Grant No. 1250163. Any opinion, findings, and conclusions or recommendations expressed in this material are those of the author(s) and do not necessarily reflect the views of NSF.

References

Aboutaha, R., M. Engelhardt, J. Jirsa, and M. Kreger. 1996. “Retrofit of concrete columns with inadequate lap splices by the use of rectangular steel jackets.” Earthquake Spectra 12 (4): 693–714. https://doi.org/10.1193/1.1585906.
Aboutaha, R., M. Engelhardt, J. Jirsa, and M. Kreger. 1999. “Rehabilitation of shear critical concrete columns by use of rectangular steel jackets.” ACI Struct. J. 96 (1): 68–78.
ACI (American Concrete Institute). 1963. Building code requirements for reinforced concrete. Farmington Hills, MI: ACI.
ACI (American Concrete Institute). 2008. Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. Farmington Hills, MI: ACI.
ACI (American Concrete Institute). 2014. Building code requirements for structural concrete and commentary. Farmington Hills, MI: ACI.
Alvarez, J. C., and Brena, S. F. 2014. “Non-linear modeling parameters for jacketed columns used in seismic rehabilitation of RC buildings.” ACI Struct. J. 297: 1–22.
ASCE. 2013. Seismic evaluation and upgrade of existing buildings. Reston, VA: ASCE.
ASCE. 2017. Seismic evaluation and upgrade of existing buildings. Reston, VA: ASCE.
ATC (Applied Technology Council). 1997. NEHRP guidelines for the seismic rehabilitation of buildings. Washington, DC: FEMA.
Baker, J. W. 2011. “Conditional mean spectrum: Tool for ground motion selection.” J. Struct. Eng. 137 (3): 322–331. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000215.
Bakis, C. E., L. C. Bank, V. L. Brown, E. Cosenza, J. F. Davalos, J. J. Lesko, and T. C. Triantafillou. 2002. “Fiber-reinforced polymer composites for construction—State-of-the-art review.” J. Compos. Constr. 6 (2): 73–87. https://doi.org/10.1061/(ASCE)1090-0268(2002)6:2(73).
Baradaran Shoraka, M., T. Y. Yang, and K. J. Elwood. 2013. “Seismic loss estimation of non-ductile reinforced concrete buildings.” Earthquake Eng. Struct. Dyn. 42 (2): 297–310. https://doi.org/10.1002/eqe.2213.
Bousias, S., D. Biskinis, M. Fardis, and A. L. Spathis. 2007. “Strength, stiffness, and cyclic deformation capacity of concrete jacketed members.” ACI Struct. J. 104 (5): 521–531.
Bousias, S., A. L. Spathis, and M. Fardis. 2004. “Seismic retrofitting of columns with lap-splices via RC jackets.” In Proc., 13th World Conf. on Earthquake Engineering. Vancouver, BC, Canada: International Association of Earthquake Engineering.
Brena, S. F., and S. M. Alcocer. 2009. “Seismic performance evaluation of rehabilitated reinforced concrete columns through jacketing.” In Proc., ATC & SEI 2009 Conf. on Improving the Seismic Performance of Existing Buildings and Other Structures, 572–583. Reston, VA: ASCE.
City of Los Angeles. 2015. An ordinance amending divisions 93 and 95 of article I of chapter IX of the Los Angeles municipal code. Los Angeles: City of Los Angeles.
Del Rey Castillo, E., J. Ingham, and M. C. Griffith. 2017. “Seismic strengthening of RC columns with straight FRP anchors.” In Proc., 13th Int. Symp. on Fiber-Reinforced Polymer Reinforcement for Concrete Structure. Farmington Hills, MI: American Concrete Institute.
Dhakal, R., and K. Maekawa. 2002. “Modeling for post yield buckled of reinforcement.” J. Struct. Eng. 128 (9): 1139–1147. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:9(1139).
Elwood, K. J. 2004. “Modeling failures in existing reinforced concrete columns.” Can. J. Civ. Eng. 31 (5): 846–859. https://doi.org/10.1139/l04-040.
Elwood, K. J., A. D. Matamoros, J. W. Wallace, D. E. Lehman, J. A. Heintz, A. D. Mitchell, and J. P. Moehle. 2007. “Update to ASCE/SEI 41 concrete provisions.” Earthquake Spectra 23 (3): 493–523. https://doi.org/10.1193/1.2757714.
Fakharifar, M., G. Chen, A. Dalvand, and A. Shamsabadi. 2015. “Collapse vulnerability and fragility analysis of substandard RC bridges rehabilitated with different repair jackets under post-main shock cascading events.” Int. J. Concr. Struct. Mater. 9 (3): 345–367. https://doi.org/10.1007/s40069-015-0107-6.
FEMA. 2009. Quantification of building seismic performance factors. Washington, DC: FEMA.
FEMA. 2012. Seismic performance assessment of buildings: Volume 1—Methodology. Washington, DC: FEMA.
FEMA. 2018. Seismic performance assessment of buildings: Volume 1—Methodology. 2nd ed. Washington, DC: FEMA.
FEMA and ASCE. 2000. Prestandard and commentary for the seismic rehabilitation of buildings. Washington, DC: FEMA.
Filippou, F. C., E. P. Popov, and V. V. Bertero. 1983. Effects of bond deterioration on hysteretic behavior of reinforced concrete joints. Berkeley, CA: Univ. of California.
Ghannoum, W. 2017. “Updates to modeling parameters and acceptance criteria for non-ductile and splice-deficient concrete columns.” In Proc., 16th World Conf. on Earthquake Engineering. Vancouver, BC, Canada: International Association of Earthquake Engineering.
Goel, R. K., and C. Chadwell. 2008. “Evaluation of ASCE-41 nonlinear static procedure using recorded motions of reinforced-concrete buildings.” In Structures congress 2008: Crossing borders. Reston, VA: ASCE.
Harrington, C. 2016. “Advancement of performance-based earthquake engineering for RC frame buildings: Application to retrofit design and consideration of vertical ground motions.” Doctoral dissertation, Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado.
Harris, J. L., and M. S. Speicher. 2015. “Assessment of first generation performance-based seismic design methods for new steel buildings: Volumes 1 & 2.” In Special moment frames; special concentrically braced frames. Gaithersburg, MD: National Institute of Standards & Technology.
Harris, J. L., and M. S. Speicher. 2018. “Assessment of performance-based seismic design methods in ASCE 41 for new steel buildings: Special moment frames.” Earthquake Spectra 34 (3): 977–999. https://doi.org/10.1193/050117EQS079EP.
ICBO (International Conference of Building Officials). 1967. Uniform building code. Pasadena, CA: ICBO.
Jalayer, F., and C. A. Cornell. 2009. “Alternative nonlinear demand estimation methods for probability-based seismic assessments.” Earthquake Eng. Struct. Dyn. 38 (8): 951–972. https://doi.org/10.1002/eqe.876.
Kent, D. C., and R. Park. 1971. “Flexural members with confined concrete.” J. Struct. Div. 97 (7): 1969–1990.
Khalifa, A., T. Alkhrdaji, A. Nanni, and S. Lansburg. 1999. “Anchorage of surface mounted FRP reinforcement.” Concr. Int. Des. Constr. 21 (10): 49–54.
Kim, I., and G. Hagen. 2014. “Seismic assessment and retrofit of existing RC buildings: Case studies from Degenkolb engineers.” Spec. Publ. 297 (Mar): 1–12.
Kunnath, S. K., Y. Heo, and J. F. Mohle. 2009. “Nonlinear uniaxial material model for reinforcing steel bars.” J. Struct. Eng. 135 (4): 335–343. https://doi.org/10.1061/(ASCE)0733-9445(2009)135:4(335).
Lam, L., and J. G. Tang. 2003. “Design-oriented stress—Strain model for FRP-confined concrete.” Constr. Build. Mater. 17 (6–7): 471–489. https://doi.org/10.1016/S0950-0618(03)00045-X.
Li, Y., K. J. Elwood, and S. J. Hwang. 2014. “Assessment of ASCE/SEI 41 concrete column provisions using shaking table tests.” In American Concrete Institute, Special Publication 297, 1–22. Farmington Hills, MI: American Concrete Institute.
Lin, R. G., R. Xia, and D. Smith. 2014. “For Los Angeles, list is a first step toward improved quake safety.” Accessed April 1, 2019. http://www.latimes.com/local/la-me-adv-earthquake-concrete-list-20140126-story.html.
Maison, B. F., K. Kasai, and G. Deierlein. 2009. “ASCE-41 and FEMA-351 evaluation of E-defense collapse test.” Earthquake Spectra 25 (4): 927–953. https://doi.org/10.1193/1.3224159.
Mander, J. B., N. M. Priestley, and R. Park. 1988. “Theoretical stress-strain model for confined concrete.” J. Struct. Eng. 114 (8): 1804–1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804).
Moehle, J., and G. G. Deierlein. 2004. “A framework methodology for performance-based earthquake engineering.” In Proc., 13th World Conf. on Earthquake Engineering. Vancouver, BC, Canada: International Association of Earthquake Engineering.
Palieraki, V., and E. Vintzileou. 2009. “Cyclic behavior of interfaces in repaired/strengthened RC elements.” Archit. Civ. Eng. Environ. 2 (1): 97–108.
Paulay, T., and M. N. Priestley. 1992. Seismic design of reinforced concrete and masonry buildings. New York: Wiley.
Pekelnicky, R., and C. Poland. 2012. “ASCE 41-13: Seismic evaluation and retrofit of existing buildings.” In SEAOC 2012 convention. Reston, VA: ASCE.
Porter, K. A. 2003. “An overview of PEER’s performance-based earthquake engineering methodology.” In Proc., 9th Int. Conf. on Applications of Statistics and Probability in Civil Engineering (ICASP9). Los Angeles: Civil Engineering Risk and Reliability Association.
Priestley, M. N., F. Seible, and G. M. Calvi. 1996. Seismic design and retrofit of bridges. New York: Wiley.
Priestley, N. M., F. Seible, Y. Xiao, and R. Verma. 1994. “Steel jacket retrofitting of reinforced concrete bridge columns for enhanced shear strength—Part 1: Theoretical considerations and test design.” ACI Struct. J. 91 (4): 394–405.
Ramirez, C. M., A. B. Liel, J. Mitrani-Reiser, C. B. Haselton, A. D. Spear, J. Steiner, G. G. Deierlein, and E. Miranda. 2012. “Expected earthquake damage and repair costs in reinforced concrete frame buildings.” Earthquake Eng. Struct. Dyn. 41 (11): 1455–1475. https://doi.org/10.1002/eqe.2216.
Sattar, S. 2018. “Evaluating the consistency between prescriptive and performance-based seismic design approaches for reinforced concrete moment frame buildings.” Eng. Struct. 174 (Nov): 919–931. https://doi.org/10.1016/j.engstruct.2018.07.080.
Sattar, S., and A. M. Hulsey. 2015. “Assessment of first generation performance-based seismic design methods: Case study of a 4-story reinforced concrete special moment frame building.” Struct. Congr. 2015: 984–994. https://doi.org/10.1061/9780784479117.084.
Sattar, S., and A. B. Liel. 2017. “Collapse indicators for existing non ductile concrete buildings with varying column and frame characteristics.” Eng. Struct. 152 (Dec): 188–201. https://doi.org/10.1016/j.engstruct.2017.08.041.
Scott, M. H., and O. M. Hamutcuoglu. 2008. “Numerically consistent regularization of force-based.” Int. J. Numer. Methods Eng. 76 (10): 1612–1631. https://doi.org/10.1002/nme.2386.
SEAOSC (Structural Engineers Association of Southern California). 2017. SEAOSC design guide—Volume 1: City of Los Angeles mandatory earthquake hazard reduction in existing non-ductile concrete buildings (NDC). Los Angeles, CA: SEAOSC.
Searer, G. R., T. F. Paret, and A. S. Freeman. 2008. “ASCE-31 and ASCE-41: What good are they?” In Structures 2008: Crossing borders. Reston, VA: ASCE.
Speicher, M. S., and J. L. Harris. 2018. “Collapse prevention seismic performance assessment of new buckling-restrained braced frames using ASCE 41.” Eng. Struct. 164 (Jun): 274–289. https://doi.org/10.1016/j.engstruct.2018.01.067.
Sun, Z., F. Seible, and M. N. Priestley. 1993. Flexural retrofit of rectangular reinforced concrete bridge columns by steel jacketing. San Diego: Univ. of California.
Takahashi, N., and H. Shiohara. 2004. “Life cycle economic loss due to seismic damage of nonstructural elements.” In Proc., of 13th World Conf. on Earthquake Engineering. Vancouver, BC, Canada: International Association of Earthquake Engineering.
Vamvatsikos, D., and C. A. Cornell. 2002. “Incremental dynamic analysis.” Earthquake Eng. Struct. Dyn. 31 (3): 491–514. https://doi.org/10.1002/eqe.141.
Vandoros, K. G., and S. E. Dritsos. 2006. “Axial preloading effects when reinforced concrete columns are strengthened by concrete jackets.” Prog. Struct. Eng. Mater. 8 (3): 79–92. https://doi.org/10.1002/pse.215.
Welsh-Huggins, S., and A. B. Liel. 2018. “Evaluating multi-objective outcomes for hazard resilience and sustainability from enhanced building seismic design decisions.” J. Struct. Eng. 144 (8): 04018108. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002001.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 146Issue 11November 2020

History

Received: Apr 23, 2019
Accepted: May 27, 2020
Published online: Aug 21, 2020
Published in print: Nov 1, 2020
Discussion open until: Jan 21, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Cody C. Harrington, Ph.D., P.E.
Engineer, Gabbart and Woods, 10775 Pioneer Trail, Suite 214, Truckee, CA 96161.
F.SEI, Associate Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado Boulder, Boulder, CO 80309 (corresponding author). ORCID: https://orcid.org/0000-0002-9241-5144. 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