Abstract
Sustainable concrete construction has encouraged the utilization of industrial wastes [fly ash (FA), silica fume, ground granulated blast furnace slag, metakaolin, and so forth] as a composite cementitious material due to its high pozzolanic activity. Among them, fly-ash concrete is gaining high popularity in the construction industry due to its many benefits to concrete structures, including increased structural performance. To estimate the seismic performance of FA concrete buildings, a probabilistic study was performed to determine its mechanical parameters at various performance limit states. Weibull, normal, log-normal, and gamma distribution probability distribution models were considered for three goodness-of-fit tests: the Kolmogorov–Smirnov (KS), chi-square (CS), and log-likelihood (LK) tests. Among them, the lognormal distribution was found to be the closest distribution describing the variations in the mechanical properties of FA concrete compared with other distributions. It was observed that 20%–40% partial replacement of FA with cement improves the performance of structures with enhanced structural safety at economical cost.
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Data Availability Statement
Some data, models, or code generated or used during the study are available from the corresponding author by request (OpenSEES modeling files and generated outputs).
References
ASCE/SEI Seismic Rehabilitation Standards Committee. 2007. Seismic rehabilitation of existing buildings. Reston, VA: ASCE.
ATC (Applied Technology Council). 2007. Guidelines for seismic performance assessment of buildings. Redwood City, CA: ATC.
Bhosale, A. S., R. Davis, and P. Sarkar. 2017. “Vertical irregularity of buildings: Regularity index versus seismic risk.” J. Risk Uncertainty Eng. Syst. Part A: Civ. Eng. 3 (3): 04017001. https://doi.org/10.1061/AJRUA6.0000900.
Bhosale, A. S., R. Davis, and P. Sarkar. 2018. “Seismic safety of vertically irregular buildings: Performance of existing indicators.” J. Archit. Eng. 24 (3): 04018013. https://doi.org/10.1061/(ASCE)AE.1943-5568.0000319.
BIS (Bureau of Indian Standards). 1970. Specification for coarse and fine aggregates from natural sources for concrete. New Delhi, India: BIS.
BIS (Bureau of Indian Standards). 1989. Indian standard Portland slag cement—Specification. New Delhi, India: BIS.
BIS (Bureau of Indian Standards). 2000. Plain and reinforced concrete-code of practice. New Delhi, India: BIS.
BIS (Bureau of Indian Standards). 2002. Criteria for earthquake resistant design of structures. Part 1: General provisions and buildings. New Delhi, India: BIS.
BIS (Bureau of Indian Standards). 2003. Indian standard pulverized fuel ash—Specification. New Delhi, India: BIS.
BIS (Bureau of Indian Standards). 2009. Indian standard recommended guidelines for concrete mix design. New Delhi, India: BIS.
Campbell, R. H., and R. E. Tobin. 1967. “Core and cylinder strengths of natural and lightweight concrete.” ACI J. Proc. 64 (4): 190–195. https://doi.org/10.14359/7555.
Celik, O. C., and B. R. Ellingwood. 2009. “Seismic risk assessment of gravity load designed reinforced concrete frames subjected to mid-America ground motions.” J. Struct. Eng. 135 (4): 414–424. https://doi.org/10.1061/(ASCE)0733-9445(2009)135:4(414).
Chen, X., S. Wu, and J. Zhou. 2013. “Variability of compressive strength of concrete cores.” J. Perform. Constr. Facil. 28 (4): 06014001. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000513.
Chmielewski, T., and E. Konopka. 1999. “Statistical evaluations of field concrete strength.” Mag. Concr. Res. 51 (1): 45–52. https://doi.org/10.1680/macr.1999.51.1.45.
Cornell, C. A., F. Jalayer, R. O. Hamburger, and D. A. Foutch. 2002. “The probabilistic basis for the 2000 SAC/FEMA steel moment frame guidelines.” J. Struct. Eng. 128 (4): 526–533. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:4(526).
Davis, P. R., K. T. Padhy, D. Menon, and A. M. Prasad. 2010. “Seismic fragility of open ground storey buildings in India.” In Proc., 9th US National and 10th Canadian Conf. on Earthquake Engineering. Oakland, CA: Earthquake Engineering Research Institute.
Dhir, P. K., R. Davis, and P. Sarkar. 2018. “Safety assessment of gravity load–designed reinforced concrete–framed buildings.” J. Risk Uncertainty Eng. Syst. Part A: Civ. Eng. 4 (2): 04018004. https://doi.org/10.1061/AJRUA6.0000955.
Dhir, P. K., N. P. Zade, A. Basu, R. Davis, and P. Sarkar. 2020. “Implications of importance factor on seismic design from 2000 SAC-FEMA perspective.” J. Risk Uncertainty Eng. Syst. Part A: Civ. Eng. 6 (2): 04020016. https://doi.org/10.1061/AJRUA6.0001048.
Ellingwood, B. R. 2001. “Earthquake risk assessment of building structures.” Reliab. Eng. Syst. Saf. 74 (3): 251–262. https://doi.org/10.1016/S0951-8320(01)00105-3.
Filippou, F. C., V. V. Bertero, and E. P. Popov. 1983. Effects of bond deterioration on hysteretic behavior of reinforced concrete joints. Berkeley, CA: Earthquake Engineering Research Center, Univ. of California.
Filippou, F. C., A. d’Ambrisi, and A. Issa. 1992. Nonlinear static and dynamic analysis of RC subassemblages. Richmond, CA: Earthquake Engineering Research Center, College of Engineering, Univ. of California.
Ghobarah, A. 2001. “Performance-based design in earthquake engineering: State of development.” Eng. Struct. 23 (8): 878–884. https://doi.org/10.1016/S0141-0296(01)00036-0.
Graybeal, B., and M. Davis. 2008. “Cylinder or cube: Strength testing of 80 to 200 MPa (11.6 to 29 psi) ultra-high-performance fiber-reinforced concrete.” ACI Mater. J. 105 (6): 603–609. https://doi.org/10.14359/20202.
Haran, P. D. C. 2014. “Reliability based seismic design of open ground storey framed buildings.” Ph.D. thesis, Dept. of Civil Engineering, National Institute of Technology Rourkela.
Haran, P. D. C., R. P. Davis, and P. Sarkar. 2015. “Reliability evaluation of RC frame by two major fragility analysis methods.” Asian J. Civ. Eng. 16 (1): 47–66.
Haselton, C. B., A. S. Whittaker, A. Hortacsu, J. W. Baker, J. Bray, and D. N. Grant. 2012. “Selecting and scaling earthquake ground motions for performing response-history analyses.” In Proc., 15th World Conf. Earthquake Engineering. Tokyo: International Association for Earthquake Engineering.
Iyengar, R. N., R. K. Chadha, K. B. Rao, and S. T. G. Raghukanth. 2010. Development of probabilistic seismic hazard map of India. New Delhi, India: National Disaster Management Authority.
Kent, D. C., and R. Park. 1971. “Flexural members with confined concrete.” J. Struct. Div. 97 (7): 1969–1990.
Kunnath, S. K. 2006. Application of the PEER PBEE methodology to the I-880 Viaduct. Oakland, CA: Univ. of California.
Lee, T. H., and K. M. Mosalam. 2004. “Probabilistic fiber element modeling of reinforced concrete structures.” Comput. Struct. 82 (27): 2285–2299. https://doi.org/10.1016/j.compstruc.2004.05.013.
McKenna, F., and G. L. Fenves. 2018. Open system for earthquake simulation framework (OpenSEES). Berkeley, CA: Pacific Earthquake Engineering Research Center, Univ. of California.
Mistri, A., P. Sarkar, and R. Davis. 2019. “Column–beam moment capacity ratio and seismic risk of reinforced concrete frame building.” Proc. Inst. Civ. Eng. Struct. Build. 172 (3): 189–196. https://doi.org/10.1680/jstbu.17.00100.
Mukherjee, S., and V. K. Gupta. 2002. “Wavelet-based generation of spectrum-compatible time-histories.” Soil Dyn. Earthquake Eng. 22 (9–12): 799–804. https://doi.org/10.1016/S0267-7261(02)00101-X.
Nath, S. K., and K. K. S. Thingbaijam. 2012. “Probabilistic seismic hazard assessment of India.” Seismol. Res. Lett. 83 (1): 135–149. https://doi.org/10.1785/gssrl.83.1.135.
Nielson, B. G. 2005. “Analytical fragility curves for highway bridges in moderate seismic zones.” Doctoral dissertation, School of Civil and Environmental Engineering, Georgia Institute of Technology.
Pallav, K., S. T. G. Raghukanth, and K. D. Singh. 2012. “Probabilistic seismic hazard estimation of Manipur, India.” J. Geophys. Eng. 9 (5): 516. https://doi.org/10.1088/1742-2132/9/5/516.
Rajeev, P., and S. Tesfamariam. 2012. “Seismic fragilities for reinforced concrete buildings with consideration of irregularities.” Struct. Saf. 39 (Nov): 1–13. https://doi.org/10.1016/j.strusafe.2012.06.001.
Ranganathan, R. 1999. Structural reliability analysis and design. Bengaluru, Karnataka: Jaico.
Saha, A. K. 2019. “A comparative study between ASTM C1567 and ASTM C227 to mitigate alkali-silica reaction.” Struct. Concr. 20 (1): 420–427. https://doi.org/10.1002/suco.201800127.
Saha, A. K., M. N. N. Khan, P. K. Sarker, F. A. Shaikh, and A. Pramanik. 2018. “The ASR mechanism of reactive aggregates in concrete and its mitigation by fly ash: A critical review.” Constr. Build. Mater. 171 (May): 743–758. https://doi.org/10.1016/j.conbuildmat.2018.03.183.
Saha, A. K., and P. K. Sarker. 2020. “Effect of sulphate exposure on mortar consisting of ferronickel slag aggregate and supplementary cementitious materials.” J. Build. Eng. 28 (Mar): 101012. https://doi.org/10.1016/j.jobe.2019.101012.
Saha, A. K., P. K. Sarker, and V. Golovanevskiy. 2019. “Thermal properties and residual strength after high temperature exposure of cement mortar using ferronickel slag aggregate.” Constr. Build. Mater. 199 (Feb): 601–612. https://doi.org/10.1016/j.conbuildmat.2018.12.068.
Sahoo, K., P. K. Dhir, P. R. R. Teja, P. Sarkar, and R. Davis. 2020. “Variability of silica fume concrete and its effect on seismic safety of reinforced concrete buildings.” J. Mater. Civ. Eng. 32 (4): 04020024. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003072.
Sahu, D., M. Nishanth, P. K. Dhir, P. Sarkar, R. Davis, and S. Mangalathu. 2019. “The stochastic response of reinforced concrete buildings using high dimensional model representation.” Eng. Struct. 179 (Jan): 412–422. https://doi.org/10.1016/j.engstruct.2018.10.083.
Sitharam, T. G., S. Kolathayar, and N. James. 2015. “Probabilistic assessment of surface-level seismic hazard in India using a topographic gradient as a proxy for site condition.” Geosci. Frontiers 6 (6): 847–859. https://doi.org/10.1016/j.gsf.2014.06.002.
Song, J., and B. R. Ellingwood. 1999. “Seismic reliability of special moment steel frames with welded connections: II.” J. Struct. Eng. 125 (4): 372–384. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:4(372).
Soroka, I. 1968. “An application of statistical procedures to quality control of concrete.” Materials and Construction 1 (5): 437–441. https://doi.org/10.1007/BF02473741.
Stone, W. C., N. J. Carino, and C. P. Reeve. 1986. “Statistical methods for in-place strength predictions by the pullout test.” ACI J. Proc. 83 (5): 745–756. https://doi.org/10.14359/10668.
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©2020 American Society of Civil Engineers.
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Received: Oct 1, 2019
Accepted: Mar 12, 2020
Published online: Jun 13, 2020
Published in print: Aug 1, 2020
Discussion open until: Nov 13, 2020
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