1 |
Gunturi, S. and Shah, H. (1993), "Building-specific earthquake damage estimation", Ph.D. Dissertation, Stanford University, Stanford, California.
|
2 |
GB50011-2010 (2010), Code for seismic design of buildings, China building industry press, Beijing, China (in Chinese).
|
3 |
GB/T18208.4-2011 (2011), Post-earthquake field works-Part 4: Assessment of direct loss seismological, Chinese National Standards. Beijing, China. (in Chinese)
|
4 |
Haselton, C.B., Liel, A.B., Deierlein, G.G., Dean, B.S. and Chou, J.H. (2011), "Seismic collapse safety of reinforced concrete buildings: I. Assessment of ductile moment frames", J. Struct. Eng., 137(4), 481-491.
DOI
|
5 |
He, Z., Ou, X.Y. and Ou, J.P. (2014), "A macro-level global seismic damage model considering higher modes", Earthq. Eng. Eng. Vib., 13(3), 425-436.
DOI
|
6 |
Krawinkler, H. (2002), Seismic Demand Analysis, Annual meeting research digest. Bulletin No.2002-1, Pacific Earthquake Engineering Research Center, Berkeley, California, USA.
|
7 |
Kim, J. and Baek, D. (2013), "Seismic risk assessment of staggered wall system structures", Earthq. Struct., 5(5),607-624.
DOI
|
8 |
Kappos, A.J., Panagopoulos, G.K., Sextos, A.G., Papanikolaou, V.K. and Stylianidis, K.C. (2010), "Development of comprehensive earthquake loss scenarios for a Greek and a Turkish city-structural aspects", Earthq. Struct., 1(2),197-214.
DOI
|
9 |
Liel, A.B., Haselton, C.B. and Deierlein, G.G. (2011), "Seismic collapse safety of reinforced concrete buildings. II: Comparative assessment of nonductile and ductile moment frames", J. Struct. Eng., 137(4), 492-502.
DOI
|
10 |
ATC (2009), Guidelines for seismic performance assessment of buildings, ATC-58, Applied Technology Council, Redwood, California, USA.
|
11 |
ATC (2010), Quantification of building seismic performance factors, ATC-63, Applied Technology Council, Redwood, California, USA.
|
12 |
Aslani, H. (2005), "Probabilistic earthquake loss estimation and loss disaggregation in buildings". Ph.D. Dissertation, University of California, California, USA.
|
13 |
Baker, J.W., Cornell, C.A. (2003), Uncertainty specification and propagation for loss estimation using FOSM methods. PEER Report 2003/07, Pacific Earthquake Engineering Research Center, Berkeley, California, USA.
|
14 |
Bazzurro, P. and Nicolas, L. (2005), "Accounting for uncertainty and correlation in earthquake loss estimation", International Conference on Structural Safety and Reliability (ICOSSAR 2005), Rotterdam, Holland.
|
15 |
Bradley, B.A. (2009), User manual for SLAT: Seismic loss assessment Tool version 1.14, Report 2009-01, University of Canterbury, Christchurch, New Zealand.
|
16 |
Bradley, B.A., Dhakal, R.P., Cubrinovski, M., MacRae, G.A. and Lee, D.S. (2008), "Seismic loss estimation for efficient decision making", New Zealand Society of Earthquake Engineering (NZSEE) Conference, Wairakei, New Zealand.
|
17 |
Bruneau, M. Chang, S.E., Eguchi, R.T., Lee, G.C., O‟Rourke, T.D., Reinhorn, A.M., Shinozuka, M., Tierney, K., Wallace, W.A. and Winterfeldt, D.V. (2003), "A framework to quantitatively assess and enhance the seismic resilience of communities", Earthq. Spectra, 19(4), 733-752.
DOI
|
18 |
Mazzoni, S., McKenna, F., Scott, M.H. and Fenves, G.L. (2011), "Open System for Earthquake Engineering Simulation (OpenSees) command language manual", http://opensees.berkeley.edu/wiki/index.php/Command_Manual. OpenSEES v2.4.3 [Computer software]. Berkeley, CA, Pacific Earthquake Engineering Research Center.
|
19 |
Lu, X.Z., Tang, D.Y., Ye, L.P. and Shi, W. (2011), "Study on the seismic collapse resistance of RC frame structures with equal spans in 7-degree seismic intensity zone", J. Earthq. Eng. Eng. Vib., 31(5), 13-20. (in Chinese)
|
20 |
Mander, J.B., Sircar, J. and Damnjanovic, I. (2012), "Direct loss model for seismically damage structures", Earthq. Eng. Struct. Dyn., 41(3), 571-586.
DOI
|
21 |
Mieler, M.W., Stojadinovic, B., Budnitz, R.J., Mahin, S.A. and Comerio, M.C. (2013), Toward resilient communities: A performance-based engineering framework for design and evaluation of the built environment, PEER Report 2013/19, Pacific Earthquake Engineering Research Center, Berkeley, California, USA.
|
22 |
Miranda, E. and Aslani, H. (2003), Probabilistic response assessment for building-specific loss estimation, PEER Report 2003/03, Pacific Earthquake Engineering Research Center, Berkeley, California, USA.
|
23 |
Miranda, E., Aslani, H. and Taghavi, S. (2004), Assessment of seismic performance in terms of economic losses, PEER Report 2004/05, Pacific Earthquake Engineering Research Center, Berkeley, California, USA.
|
24 |
Moehle, J. and Deierlein, G.G. (2004), "A framework methodology for performance-based earthquake engineering", Proceedings of the 13th World Conference on Earthquake Engineering (13WCEE), Vancouver, Canada.
|
25 |
Park, Y.J. and Ang, A.H.S. (1985), "Mechanical seismic damage model for reinforced concrete", J. Struct. Eng., 111(4), 722-739.
DOI
|
26 |
Cao, V.V., Ronagh, H.R., Ashraf, M. and Baji, H. (2014), "A new damage index for reinforced concrete structures", Earthq. Struct., 6(6), 581-609.
DOI
|
27 |
Chen, H.F., Sun, B.T. and Chen, X.Z. (2013), "HAZ-China earthquake disaster loss estimation system", China Civ. Eng. J., 46(Sup. 2), 294-300. (in Chinese)
|
28 |
Chen, Y., Chen, Q.F. and Chen, L. (2001), "Vulnerability analysis in earthquake loss estimate", Nat. Haz., 23(2-3), 349-364.
DOI
|
29 |
Chopra, A.K. and Goel, R.K. (2002), "A modal pushover analysis procedure for estimating seismic demands for buildings", Earthq. Eng. Struct. Dyn., 31(3), 561-582.
DOI
|
30 |
DiPasquale, E., Ju, J.W. and Askar, A. (1990), "Relation between global damage indices and local stiffness degradation", J. Struct. Eng., ASCE, 116(5), 1440-1456.
DOI
|
31 |
Djordje, L. and Radomir, F. (2004), "Application of improved damage index for designing of earthquake resistant structures", Proceedings of the 13th World Conference on Earthquake Engineering (13WCEE), Paper ID:67, Vancouver, Canada.
|
32 |
Elenas, A. and Meskouris, K. (2001), "Correlation study between seismic acceleration parameters and damage indices of structures", Eng. Struct., 23(2001), 698-704.
DOI
|
33 |
FEMA (2000), Prestandard and commentary for the seismic rehabilitation of buildings, FEMA-356, Federal Emergency Management Agency, Reston, Virginia, USA.
|
34 |
FEMA (2009). HAZUS-MH MR4 technical and user's manual, Washington, DC, USA.
|
35 |
Ghobarah, A., ABOU-elfath, H. and Biddah, A. (1999), "Response-based damage assessment of structures", Earthq. Eng. Struct. Dyn., 28(1), 79-104.
DOI
|
36 |
Ramirez, C.M. and Miranda, E. (2009), Building-specific loss estimation methods & tools for simplified performance-based earthquake engineering, Report No.171, John A. Blume Earthquake Engineering Center, California, USA.
|
37 |
PEER Strong Motion Database (2013), http://peer.berkeley.edu/smcat/. Pacific Earthquake Engineering Research (PEER) Center.
|
38 |
Porter, K., Kennedy, R. and Bachman, R. (2007), "Creating fragility functions for performance-based earthquake engineering", Earthq. Spectra, 23(2), 471-489.
DOI
|
39 |
Porter, K.A., Kiremidjian, A.S. and LeGrue, J.S. (2001), "Assembly-based vulnerability of buildings and its use in performance evaluation", Earthq. Spectra, 17(2), 291-312.
DOI
|
40 |
Robertson, K.L. (2005), "Probabilistic seismic design and assessment methodologies for the new generation of damage resistant structures", Master Dissertation, University of Canterbury, Canterbury, New Zealand.
|
41 |
Rodriguez, M.E. and Padilla, D. (2009), "A damage index for the seismic analysis of reinforced concrete members", J. Earthq. Eng., 13(3), 364-383.
DOI
|
42 |
Scholl, R.E. (1979), Seismic damage assessment for high-rise building, Annual technical report, John A. Blume & Associates, California, USA.
|
43 |
Shome, N. (1999), "Probabilistic seismic demand analysis of nonlinear structures", Ph.D. Dissertation, Stanford University, Stanford, California.
|
44 |
Shome, N. and Cornell, C.A. (2000), "Structural seismic demand analysis: consideration of „collapse‟, Proceedings CD-Rom of the 8th ACSE/SEI/GI/AD Joint Specialty Conference on Probabilistic Mechanics and Structural Reliability. Notre Dame, Indiana, USA.
|
45 |
Vamvatsikos, D. and Cornell, C.A. (2002), "Incremental dynamic analysis", Earthq. Eng. Struct. Dyn., 31(3),491-541.
DOI
|