1 |
AS1170.4 (2007), Structural design Actions Part 4: Earthquake Actions in Australia, Standards Australia, Sydney, Australia.
|
2 |
AS3600 (2001), Concrete Structures, Standards Australia, Homebush Bay, Australia.
|
3 |
Biondini, F., Camnasio, E. and Titi, A. (2015), "Seismic resilience of concrete structures under corrosion", Earthq. Eng. Struct. Dyn., 44(14), 2445-2466.
DOI
|
4 |
Borzi, B. and Elnashai, A.S. (2000), "Refined force reduction factors for seismic design", Eng. Struct., 22(10), 1244-1260.
DOI
|
5 |
Chang, S. and Shinozuka, M. (2004), "Measuring improvements in the disaster resilience of communities", Earthq. Spectra, 20(3), 739-755.
DOI
|
6 |
Cimellaro, G.P. (2013), Resilience-based design (RBD) modelling of civil infrastructure to assess seismic hazards, in Handbook of Seismic Risk Analysis and Management of Civil Infrastructure Systems, Woodhead Publishing, 912.
|
7 |
Cimellaro, G.P., Reinhorn, A.M. and Bruneau, M. (2010), "Framework for analytical quantification of disaster resilience", Eng. Struct., 32(11), 3639-3649.
DOI
|
8 |
Cimellaro, G.P. (2008), "Seismic resilience of a regional system of hospitals, Multidisciplinary Center for Earthquake Engineering Research (MCEER) publication, , Buffalo University, USA.
|
9 |
Cimellaroa, G.P., Reinhornb, A.M. and Bruneau, M. (2010), "Seismic resilience of a hospital system", Struct. Infrastruct. Eng., 6(1-2), 127-144.
DOI
|
10 |
Federal Emergency Management Agency (FEMA- 276) (1999), Example applications of the NEHRP guidelines for the seismic rehabilitation of buildings, Federal Emergency Management Agency, Washington, D.C.
|
11 |
Mahini, S.S. (2005), "Rehabilitation of exterior RC beam-column joints using web-bonded FRP sheets", Ph.D. Thesis, The University of Queensland.
|
12 |
Federal Emergency Management Agency (FEMA- 356) (2000), Prestandard and commentary for the seismic rehabilitation of buildings, Federal Emergency Management Agency, Washington, D.C.
|
13 |
Ghobarah, A. (2001), "Performance-based design in earthquake engineering: state of development, Eng. Struct., 23(8), 878-884.
DOI
|
14 |
Hadigheh, S.A., Mahini, S.S. and Maheri, M.R. (2014), "Seismic behaviour of FRP-retrofitted reinforced concrete frames, J. Earthq. Eng., 18(8), 1171-1197.
DOI
|
15 |
HAZUS-MH (2016), Technical Manual, Department of Homeland Security Federal Emergency Management Agency Mitigation Division Washington, D.C.
|
16 |
Lumantarna, E., Lam, N., Wilson, J. and Griffith, M. (2010), "Inelastic displacement demand of strengthdegraded structures", J. Earthq. Eng., 14(4), 487-511.
DOI
|
17 |
Mahini, S.S., Hadigheh, S.A. and Setunge, S. (2015a), "Seismic resilience of retrofitted reinforced concrete buildings", Proceedings of the Second International Conference on Performance-based and Life-cycle Structural Engineering (PLSE 2015), Brisbane, Australia.
|
18 |
Mahini, S.S., Setunge, S. and Hadigheh, S.A. (2015b), "Performance vs resilience-based earthquake design for low and medium-rise retrofitted RC buildings", Proceedings of the Tenth Pacific Conference on Earthquake Engineering Building an Earthquake-Resilient Pacific (PCEE2015), Sydney, Australia.
|
19 |
Mahini, S.S. and Ronagh, H.R. (2011), "Numerical modelling for monitoring the hysteretic behaviour of CFRP-retrofitted RC exterior beam-column joints", Struct. Eng. Mech., 38(1), 27-37.
DOI
|
20 |
Mahini, S.S. and Ronagh, H.R. (2009), "Numerical modelling of FRP strengthened RC beam-column joints", Struct. Eng. Mech., 32(5), 649-665.
DOI
|
21 |
Standard No. 2800 (2005), Iranian code of practice for seismic resistant design of buildings, Building and Housing Research Center, Tehran, Iran.
|
22 |
Makarios, T.K. (2012), "Seismic nonlinear static new method of spatial asymmetric multi-storey reinforced concrete buildings", Struct. Des. Tall Spec. Build., 21(11), 800-823.
DOI
|
23 |
Mwafy, A.M. and Elnashai, A.S. (2001), "Static pushover versus dynamic collapse analysis of RC buildings", Eng. Struct., 23(5), 407-424.
DOI
|
24 |
Mwafy, A.M. and Elnashai, A.S. (2002), "Calibration of force reduction factors of RC buildings", J. Earthq. Eng., 6(2), 239-273.
DOI
|
25 |
Niroomandi, A., Maheri, A., Maheri, M.R. and Mahini, S.S. (2010), "Seismic performance of ordinary RC frames retrofitted at joints by FRP sheets", Eng. Struct, 32(8), 2326-2336.
DOI
|
26 |
Noor, F.A. and Boswell, L.F. (1992), Elsevier Science Pub. Co., 357.
|
27 |
Viti, S., Cimellaro, G.P. and Reinhorn, A.M. (2006), "Retrofit of a hospital through strength reduction and enhanced damping", Smart Struct. Syst., 2(4), 339-355.
DOI
|
28 |
Wilson, J.L., Lam, N.T.K. and Pham, L. (2008), "Development of the new Australian earthquake loading standard", EJSE Special Issue: Earthquake Engineering in the low and moderate seismic regions of Southeast Asia and Australia, 25-31.
|
29 |
Zou, X.K., Teng, J.G., De Lorenzis, L. and Xia, S.H. (2007), "Optimal performance-based design of FRP jackets for seismic retrofit of reinforced concrete frames", Composites Part B: Engineering, 38(5-6), 584-597.
DOI
|
30 |
ABA (2005), Iranian Concrete Code, Islamic Republic of Iran Management and Planning Organization.
|
31 |
Applied Technology Council (ATC) (1996), Seismic Evaluation and Retrofit of Concrete Buildings, Report No. ATC-40, Redwood City, California.
|
32 |
AS1170.4 (1993), Structural design Actions Part 4: Earthquake Actions in Australia, Standards Australia, Sydney, Australia.
|