Seismic performance-based assessment of tunnel form building subjected to near- and far-fault ground motions
Tóm tắt
Từ khóa
Tài liệu tham khảo
ACI 318–14. (2014). Building code requirements for structural concrete and commentary. Michigan: American Concrete Institute.
Alamilla, J. L., & Esteva, L. (2006). Seismic reliability functions for multi storey frame and wall-frame systems. Earthquake Engineering and Structural Dynamics, 35(15), 1899–1924.
Alavi B, Krawinkler H (2000) Consideration of near-fault ground motion effects in seismic design. No. 2665. In: 12th world conference on earthquake engineering, Auckland.
Anderson JC, Bertero VV, Bertero RD (1999) Performance improvement of long period building structures subjected to severe pulse-type ground motions. Pacific Earthquake Engineering Research Center, University of California, Berkeley. Report no. PEEER-1999/09.
Anudai SA, Hamid NH, Hashim M H (2016) Comparative study of seismic behavior of tunnel form building between experiment and modeling. In: CIEC 2015, Springer, Singapore, pp 233–239.
ASCE (2014) Seismic evaluation and retrofit of existing buildings. ASCE/SEI41-13, American Society of Civil Engineers, Reston.
Backer, W. (2007). Quantitative classification of near-fault ground motions using wavelet analysis. Bulletin of the Seismological Society of America, 97(5), 1486–1501. https://doi.org/10.1785/0120060255.
Baez JI, Miranda E (2000) Amplification factors to estimate inelastic displacement demands for the design of structures in the near field. In: 12th world conference on earthquake engineering, Auckland.
Balkaya, C., & Kalkan, E. (2003). Seismic design parameters for shear-wall dominant building structures. Guanajuato: The 14th National Congress on Earthquake Engineering.
Balkaya, C., & Kalkan, E. (2004). Seismic vulnerability, behavior and design of tunnel form building structures. Engineering Structures, 26(14), 2081–2099.
Cimellaro GP, Reinhorn AM, Bruneau M, Rutenberg A (2006) Multi-dimensional fragility of structures: formulation and evaluation. Technical report MCEER.
Computers and Structures Inc. (CSI) (2007) Structural and earthquake engineering software, PERFORM-3D non-linear analysis and performance assessment for 3-D structures, version 4.0.3. Berkeley.
Computers and Structures Inc (CSI) (2008) Structural and earthquake engineering software, ETABS, extended three dimensional analysis of building systems non-linear version 9.5.0. Berkeley.
Esmaeily, A., & Xiao, Y. (2005). Behavior of reinforced concrete columns under variable axial loads. ACI Structural Journal, 101(1), 124–132.
FEMA (2009) Recommended methodology for quantification of buildings seismic performance factors, report no. FEMA P-695, prepared by Applied Technology Council, prepared for the Federal Emergency Management Agency, Washington, DC, Part: Ground Motion Record Sets, Appendix A, A20-A24.
Hall, J. F., Heaton, T. H., & Halling, M. W. (1995). Near-source ground motion and its effects on flexible buildings. Earthquake Spectra, 11(4), 569–604.
Huang, J. W., & Zhu, X. (2003). Inelastic response analysis for SDOF structures under near-fault earthquakes. China Safety Science Journal, 13(11), 59–65. (In Chinese).
Iranian Seismic Code (ISIRI-2800). (2005). Iranian code of practice for seismic resistant design of buildings (3rd ed.). Tehran: Building and Housing Research Center.
Iwan, W. D. (1997). Drift spectrum: measure of demand for earthquake ground motions. Structural Engineering, 123(4), 397–404.
Jalayer F (2003) Direct probabilistic seismic analysis: implementing non-linear dynamic assessment, Ph.D. Thesis. Stanford University, Stanford.
Kalkan, E., & Kunnath, S. K. (2007). Assessment of current non-linear static procedures for seismic evaluation of buildings. Engineering Structures, 29(3), 305–316.
Khalvati AH, Hosseini M (2008) A new methodology to evaluate the seismic risk of electrical power substations. In: The 14th world conference on earthquake engineering, Beijing, October 2008, pp. 12–17.
Klasanović, I., Kraus, I., & Hadzima-Nyarko, M. (2014). Dynamic properties of multistory reinforced concrete tunnel-form building-a case study in Osijek, Croatia. Weimar: Bauhaus Summer School in Forecast Engineering: Global Climate Change and the Challenge for Built Environment.
Liao, W. I., Loh, C. H., & Wan, S. (2001). Earthquake responses of RC moment frames subjected to near-fault ground motions. Struct Design Tall Build, 10, 219–229. https://doi.org/10.1002/tal.178.
Liao, W. I., Loh, C. H., Wan, S., Jean, W. Y., & Chai, J. F. (2000). Dynamic responses of bridges subjected to near-fault ground motions. Journal of the Chinese Institute of Engineers, 23(4), 455–464.
Mac Gregor, J. G. (2002). Reinforced concrete, mechanics and design (5th ed.). New Jersey: Prentice-Hall.
Mander, J., Priestley, M. J. N., & Park, R. (1988). Theoretical stress–strain model for confined concrete. Structural Division, 114(8), 1804–1826.
Mohsenian, V., Asil Gharehbaghi, S., & Beheshti Aval, S. B. (2016). Seismic reliability assessment of two case-study tunnel form buildings considering the effect of soil-structure interaction. Bulletin of Earthquake Science and Engineering, 3(3), 11–29. (in Persian).
Mortezaei AR (2012) Seismic behavior of flanged shear wall buildings subjected to near-fault earthquakes having forward directivity. In: 15th world conference on earthquake engineering, Lisbon.
PEER Ground Motion Database (2018) Pacific Earthquake Engineering Research Center. http://peer.berkeley.edu/peer_ground_motiondatabase. Accessed 27 Nov 2016
Tehranizadeh, M., & Labbafzadeh, M. S. (2005). Influence of horizontal near field ground motions on response parameters of a steel structure. Tehran: 7th international conference of civil engineering, Tarbiat Modares University.
Tehranizadeh M, Mashkooh Adini A (2005) Seismic assessment of tall buildings subjected to near field ground motions. PhD Dissertation, Amir Kabir University, Tehran, Iran (in Persian).
Vamvatsikos, D., & Cornell, C. A. (2002). Incremental dynamic analysis. Earthquake Engineering and Structural Dynamics, 31(3), 491–514.