20,531
Views
0
CrossRef citations to date
0
Altmetric
Building Structures and Materials

Seismic fragility analysis and index evaluation of concrete-filled steel tube column frame-core tube structures

, , &
Pages 2371-2387 | Received 23 Apr 2021, Accepted 18 Aug 2021, Published online: 17 Sep 2021

References

  • Applied Technology Council. 2008. Quantification of Building Seismic Performance factors[R]. America: Federal Emergency Management Agency.
  • Bai, J., H. Chen, J. Zhao, M. Liu, and S. Jin. 2021. “Seismic design and subassemblage tests of buckling-restrained braced RC frames with shear connector gusset connections.„ Engineering Structures 234: 112018. doi:10.1016/j.engstruct.2021.112018
  • Birzhandi, M. S., and A. M. Halabian. 2018. “Probabilistic Assessment of Plan-asymmetric Structures under the Near-fault Pulse-like Events considering Soil–structure Interaction.” Advances in Structural Engineering 22: 702–721. doi:10.1177/1369433218798305.
  • Bommer, J. J., and A. MARTÍNEZ-PEREIRA. 1999. “The Effective Duration of Earthquake Strong Motion.” Journal of Earthquake Engineering: JEE 3: 127–172. doi:10.1080/13632469909350343.
  • CESMD Center Management Group. (n.d.) “Center for Engineering Strong Motion data[EB/OL].” August 14. Available from https://strongmotioncenter.org/
  • Chengxiang, X., J. Deng, S. Peng, and L. Chengyu. 2018. “Seismic Fragility Analysis of Steel Reinforced Concrete Frame Structures Based on Different Engineering Demand Parameters.” Journal of Building Engineering 20: 736–749. doi:10.1016/j.jobe.2018.09.019.
  • Cornell, C. A., F. Jalayer, R. O. Hamburger, and D. A. Foutch. 2002. “Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines.” Journal of Structural Engineering-asce 128: 526–533. doi:10.1061/(ASCE)0733-9445(2002)128:4(526).
  • Dávalos, H., and E. Miranda. 2019. “Evaluation of the Scaling Factor Bias Influence on the Probability of Collapse Using Sa(T1) as the Intensity Measure.” Earthquake Spectra 35: 679–702. doi:10.1193/011018EQS007M.
  • DBJ15-92-2013. 2013. Technical Specification for Concrete Structures of Tall Building. Beijing: China Architecture & Building Press.
  • Dhulipala, S. L. N., A. Rodriguez-Marek, S. Ranganathan, and M. M. Flint. 2018. “A Site-consistent Method to Quantify Sufficiency of Alternative IMs in Relation to PSDA.” Earthquake Engineering & Structural Dynamics 47: 377–396. doi:10.1002/eqe.2955.
  • Ebrahimian, H., F. Jalayer, A. Lucchini, F. Mollaioli, and G. Manfredi. 2015. “Preliminary Ranking of Alternative Scalar and Vector Intensity Measures of Ground Shaking.” Bulletin of Earthquake Engineering 13: 2805–2840. doi:10.1007/s10518-015-9755-9.
  • Emami, A. R., and A. M. Halabian. 2018. “Damage Index Distributions in RC Dual Lateral Load-Resistant Multi-Story Buildings considering SSI Effects under Bidirectional Earthquakes.” Journal of Earthquake and Tsunami 12: 1850004. doi:10.1142/S1793431118500045.
  • Ghayeb, H. H., R. N. Hashim Abdul, and H. Ramli Sulong. 2017. “Development and Testing of Hybrid Precast Concrete Beam-to-column Connections under Cyclic Loading.” Construction and Building Materials 151: 258–278. doi:10.1016/j.conbuildmat.2017.06.073.
  • Ghayoumian, G., and A. R. Emami. 2020. “A Multi-direction Pushover Procedure for Seismic Response Assessment of Low-to-medium-rise Modern Reinforced Concrete Buildings with Special Dual System Having Torsional Irregularity.” Structures 28: 1077–1107. doi:10.1016/j.istruc.2020.09.031.
  • Guobin, B., F. Liu, J. Bin, and Z. Zhang. 2019. “Seismic Fragility Analysis of Strength Eccentric Structures Subjected to Pulse‐like Ground Motions.” Structural Concrete 1–14. doi:10.1002/suco.201900183.
  • HAZUS-MH MR4. 2003. Multi-hazard Loss Estimation Methodology: Earthquake Model. Washington, D.C.: NIBS (National Institute of Building Sciences).
  • JGJ 3-2010. 2010. Technical Specification for Concrete Structures of Tall Building. Beijing: China Architecture & Building Press.
  • Li, Z., and Y. Xie. 2021. “Buckling mechanism of thin-walled arches with composite polyhedral shapes.„ Composite Structures 271: 114134. doi:10.1016/j.compstruct.2021.114134
  • Liel, A. B., C. B. Haselton, G. G. Deierlein, and J. W. Baker. 2009. “Incorporating Modeling Uncertainties in the Assessment of Seismic Collapse Risk of Buildings.” Structural Safety 31: 197–211. doi:10.1016/j.strusafe.2008.06.002.
  • Liu, Y., F. Paolacci, and L. Da-Gang. 2017. “Seismic Fragility of a Typical Bridge Using Extrapolated Experimental Damage Limit States.” Earthquakes and Structures 13: 599–611. doi:10.12989/eas.2017.13.6.599.
  • Lombardi, L., and D. L. Flavia. 2020. “Derivation of Fragility Curves at Design Stage through Linear Time-history Analysis.” Engineering Structures 219: 110900. doi:10.1016/j.engstruct.2020.110900.
  • Lu, X., D. Gu, J. Zhou, L. Bao, P. Qian, X. Lu, and Y. Lin. 2019. “Influence of Changing Shear Adjustment Strategy on Aseismic Performance of Frame-core Tube Structure.” Engineering Mechanics 36: 183–191. doi:10.6052/j.1000-4750.2017.11.0853.
  • Mohammadgholibeyki, N., and S. Epackachi. 2020. “Fragility Functions for Steel-plate Concrete Composite Shear Walls.” Journal of Constructional Steel Research 167: 105776. doi:10.1016/j.jcsr.2019.105776.
  • Moniri, H. 2017. “Evaluation of Seismic Performance of Reinforced Concrete (RC) Buildings under Near-field Earthquakes.” International Journal of Advanced Structural Engineering 9: 13–25. doi:10.1007/s40091-016-0145-6.
  • Moradi Garoosi, A. R., M. T. Roudsari, and B. H. Hashemi. 2018. “Experimental Evaluation of Rigid Connection with Reduced Section and Replaceable Fuse.” Structures 16: 390–404. doi:10.1016/j.istruc.2018.11.010.
  • Nicolas Luco, C., and A. Cornell. 2007. “Structure-specific Scalar Intensity Measures for Near-source and Ordinary Earthquake Ground Motions.” Earthquake Spectra 23: 357–392. doi:10.1193/1.2723158.
  • Peng, H., O. Jinping, and S. Mahin. 2020. “Design and Numerical Analysis of a Damage-controllable Mechanical Hinge Beam-to-column Connection.” Soil Dynamics and Earthquake Engineering 133: 106149. doi:10.1016/j.soildyn.2020.106149.
  • Pnevmatikos, N. G., G. A. Papagiannopoulos, and G. S. Papavasileiou. 2019. “Fragility Curves for Mixed Concrete/steel Frames Subjected to Seismic Excitation.” Soil Dynamics and Earthquake Engineering 116: 709–713. doi:10.1016/j.soildyn.2018.09.037.
  • Psycharis, I. N., and H. P. Mouzakis. 2012. “Shear Resistance of Pinned Connections of Precast Members to Monotonic and Cyclic Loading.” Engineering Structures 41: 413–427. doi:10.1016/j.engstruct.2012.03.051.
  • Rajeev, P., and S. Tesfamariam. 2012. “Seismic Fragilities for Reinforced Concrete Buildings with Consideration of Irregularities.” Structural Safety 39: 1–13. doi:10.1016/j.strusafe.2012.06.001.
  • Rathje, E. M., N. A. Abrahamson, and J. D. Bray. 1998. “Simplified Frequency Content Estimates of Earthquake Ground Motions.” Journal of Geotechnical and Geoenvironmental Engineering 124: 150–159. doi:10.1061/(ASCE)1090-0241(1998)124:2(150).
  • Sharma, V., M. K. Shrimali, S. D. Bharti, and T. K. Datta. 2021. “Seismic Fragility Evaluation of Semi-rigid Frames Subjected to Near-field Earthquakes.” Journal of Constructional Steel Research 176: 106384. doi:10.1016/j.jcsr.2020.106384.
  • Skalomenos, K. A., G. D. Hatzigeorgiou, and D. E. Beskos. 2015. “Modeling Level Selection for Seismic Analysis of Concrete-filled Steel Tube/moment-resisting Frames by Using Fragility Curves.” Earthquake Engineering & Structural Dynamics 44: 199–220. doi:10.1002/eqe.2465.
  • Tavares, D. H., J. E. Padgett, and P. Paultre. 2012. “Fragility Curves of Typical As-built Highway Bridges in Eastern Canada.” Engineering Structures 40: 107–118. doi:10.1016/j.engstruct.2012.02.019.
  • Trautner, C., T. Hutchinson, P. Grosser, R. Piccinin, and J. Silva. 2019. “Shake Table Testing of a Miniature Steel Building with Ductile-anchor, Uplifting-column Base Connections for Improved Seismic Performance.” Earthquake Engineering & Structural Dynamics 48: 173–187. doi:10.1002/eqe.3130.
  • Wang, W., Y. Wang, and L. Zheng. 2018. “Experimental Study on Seismic Behavior of Steel Plate Reinforced Concrete Composite Shear Wall.” Engineering Structures 160: 281–292. doi:10.1016/j.engstruct.2018.01.050.
  • Wen, Y., B. Ellingwood, and J. Bracci. 2004. Vulnerability Function Framework for Consequence-Based Engineering, MAE Center Project DS-4 Report[R]. Champaign, IL.: Mid-America Earthquake (MAE) Center.
  • Xiong, C., L. Xinzheng, and X. Lin. 2019. “Damage Assessment of Shear Wall Components for RC Frame–shear Wall Buildings Using Story Curvature as Engineering Demand Parameter.” Engineering Structures 189: 77–88. doi:10.1016/j.engstruct.2019.03.068.
  • Yu, X. H., D. G. Lu, and L. Bing. 2017. “Relating Seismic Design Level and Seismic Performance: Fragility-Based Investigation of RC Moment-Resisting Frame Buildings in China.” Journal of Performance of Constructed Facilities 31: 4017075. doi:10.1061/(ASCE)CF.1943-5509.0001069.
  • Zanini, M. A., and L. Hofer. 2019. “Center and Characteristic Seismic Reliability as New Indexes for Accounting Uncertainties in Seismic Reliability Analysis.” Soil Dynamics and Earthquake Engineering 123: 110–123. doi:10.1016/j.soildyn.2019.04.028.
  • Zeng, F., Y. Huang, and J. Zhou. 2019. “Reliability Verification for Seismic Capacity Utilization Factors of Structure.” Journal of South China University of Technology (Natural Science Edition) 47: 56–63. doi:10.12141/j.1000-565X.170496.
  • Zeng, F., Y. Huang, and J. Zhou. 2021. “Shaking Table Test of a Supertall Building with Hinged Connections Connecting a Gravity Load Resisting System to a Lateral Force Resisting System.” Journal of Asian Architecture and Building Engineering ahead-of-print: 1–24. doi:10.1080/13467581.2021.1908898.