1 |
Khan, E., Kowlasky, M.J. and Nau, J.M. (2016), "Equivalent viscous damping model for short-period reinforced concrete bridges", J. Bridge Eng., 21(2), 04015047.
DOI
|
2 |
Kim, H.J. (2012), "Seismic response of flag-shaped hysteretic SDOF systems with seismic fuses", Int. J. Steel Struct., 12(4), 523-535.
DOI
|
3 |
Kowalsky, M.J. (1994), "Displacement based design: A methodology for seismic design applied to RC bridge columns", M.Sc. Dissertation, University of California, San Diego.
|
4 |
Kuwamura, H. and Galambos, T. (1989), "Earthquake load for structural reliability", J. Struct. Eng., 115(6), 1446-1462.
DOI
|
5 |
Leelataviwat, S., Goel, S.C. and Stojadinovic, B. (2002), "Energybased seismic design of structures using yield mechanism and target drift", J. Struct. Eng., 128(8), 1046-1054.
DOI
|
6 |
Leelataviwat, S., Seawon, W. and Goel, S.C. (2008), "An energy based method for seismic evaluation of structures", 14th World Conference on Earthquake Engineering, Beijing, China, October.
|
7 |
Leelataviwat, S., Saewon, W. and Goel, S.C. (2009), "Application of energy balance concept in seismic evaluation of structures", J. Struct. Eng., 135(2), 113-121.
DOI
|
8 |
Liao, W.C. (2010), "Performance-based plastic design of earthquake resistant reinforced concrete moment frames", Ph.D. Dissertation, The University of Michigan, Ann Arbor, USA.
|
9 |
Lieping, Y. and Zhe, Q. (2009), "Failure mechanism and its control of building structures under earthquakes based on structural system concept", J. Earthq. Tsunami, 3(4), 249-259.
DOI
|
10 |
Lopez-Almansa, F., Yazgan, A.U. and Benavent-Climent, A. (2013), "Design energy input spectra for high seismicity regions based on Turkish registers", Bull. Earthq. Eng., 11(4), 885-912.
DOI
|
11 |
Massumi, A. and Monavari, B. (2013), "Energy based procedure to obtain target displacement of reinforced concrete structures", Struct. Eng. Mech., 48(5), 681-695.
DOI
|
12 |
Mergos, P.E. and Beyer, K. (2014), "Loading protocols for European regions of low to moderate seismicity", Bull. Earthq. Eng., 12(6), 2507-2530.
DOI
|
13 |
Muljati, I., Asisi, F. and Willyanto, K. (2015), "Performance of force based design versus direct displacement based design in predicting seismic demands of regular concrete special moment resisting frames", Procedia Eng., 125, 1050-1056.
DOI
|
14 |
Pampamin, S., Christopoulos, C. and Priestley, M.J.N. (2002), Residual Deformations in the Performance-Based Seismic Assessment of Frame Structures, IUSS Press, Pavia, Italy.
|
15 |
Paolacci, F. (2013). "An energy-based design for seismic resistant structures with viscoelastic dampers", Earthq. Struct., 4(2), 219-239.
DOI
|
16 |
Priestley, M.J.N. (1996), "Displacement-based seismic assessment of existing reinforced concrete buildings", Bull. NZ. Nat. Soc. Earthq. Eng., 29(4), 256-272.
|
17 |
Akbas, B. and Shen, J. (2003), "Earthquake resistant design and energy concepts", Tech. J. Turkish Chamber Civ. Engineers, 14(2), 2877-2901.
|
18 |
Akiyama, H. (1985), Earthquake-Resistant Limit-State Design for Buildings, The University of Tokyo Press, Japan.
|
19 |
Bai, J. and Ou, J. (2012), "Plastic limit-state design of frame structures based on the strong-column weak-beam failure mechanism", Proceedings of the 15th World Conference on Earthquake Engineering, Lisboa, Portugal, September.
|
20 |
Bayat, M.R., Goel, S.C. and Chao, S.H. (2008), "Further refinement of performance-based plastic design of structures for earthquake resistance", 14th World Conference on Earthquake Engineering, Beijing, China, October.
|
21 |
Benavent-Climent, A., Pujades, L.G. and Lopez-Almansa, F. (2002), "Design energy input spectra for moderate seismicity regions", Earthq. Eng. Struct. D., 31(5), 1151-1172.
DOI
|
22 |
Benavent-Climent, A., Lopez-Almansa, F. and Bravo-Gonzales, D.A. (2010), "Design energy input spectra for moderate-to-high seismicity regions based on Colombian earthquakes", Soil Dyn. Earthq. Eng., 30(11), 1129-1148.
DOI
|
23 |
Blandon, C.A. (2004), "Equivalent viscous damping equations for direct displacement based design", M.Sc. Dissertation, Rose School, Pavia, Italy.
|
24 |
Calvi, G.M., Priestley, M.J.N. and Kowalsky, M.J. (2008), "Displacement-based seismic design of structures", 3rd National Conference on Earthquake Engineering and Engineering Seismology, Athens, Greece, November.
|
25 |
Chao, S.H. and Goel, S.C. (2005), "Performance-based seismic design of ebf using target drift and yield mechanism as performance criteria", Research Report MI 48109-2125; The University of Michigan, Ann Arbor.
|
26 |
Chopra, A.K. (1995), Dynamics of Structures, Theory and Applications to Earthquake Engineering, Prentice Hall, Upper Saddle River, NJ.
|
27 |
Chou, C.C. and Uang, C.M. (2003), "A procedure for evaluating seismic energy demand of framed structures", Earthq. Eng. Struct. D., 32(2), 229-244.
DOI
|
28 |
Dogru, S., Aksar, B., Akbas, B., Shen, J. and Doran, B. (2015), "Seismic energy response of two-story X-braced frames", 3rd Turkish Conference on Earthquake Engineering and Seismology, Izmir, Turkey, October.
|
29 |
Dwairi, H.M. (2004), "Equivalent damping in support of direct displacement-based design with applications to multi-span bridges", Ph.D. Dissertation, North Carolina State University, Raleigh, North Carolina.
|
30 |
Dwairi, H.M., Kowalsky, M.J. and Nau, J.M. (2007), "Equivalent damping in support of direct displacement-based design", J. Earthq. Eng., 11(4), 512-530.
DOI
|
31 |
Ezz, A.A.E. (2008), "Deformation and strength based assessment of seismic failure mechanisms for existing RC frame buildings", M.Sc. Dissertation, European School for Advanced Studies in Reduction of Seismic Risk, Rose School, Pavia, Italy.
|
32 |
Fajfar, P. and Vidic, T. (1994), "Consistent inelastic design spectra: hysteretic and input energy", Earthq. Eng. Struct. D., 23(5), 523-537.
DOI
|
33 |
FEMA P440A (2009), Effects of strength and stiffness degradation on seismic response, Applied Technology Council; Redwood City, California.
|
34 |
FEMA-356 (2000), Prestandard and commentary for the seismic rehabilitation of buildings, Federal Emergency Management Agency; Washington DC.
|
35 |
Greco, R. (2014), "Energetic considerations on the effects of inelastic stiffness on nonlinear seismic response", Recent Advances in Applied Mathematics, Modelling and Simulation; Proceedings of the 8th International Conference on Applied Mathematics, Simulation, Modelling (ASM'14), Mastorakis, N.E., Demiralp, M., Mukhopadhyay, N., Mainardi, F. (editors), 270-285, WSEAS Press, Sofia.
|
36 |
Gulkan, P. and Sozen M.A. (1974), "Inelastic responses of reinforced concrete structures to earthquakes motions", ACI Journal, Proceedings, 71(12), 604-610.
|
37 |
Housner, G.W. (1956), "Limit design of structures to resist earthquakes", Proceedings of the First World Conference on Earthquake Engineering, Berkeley, California, USA, June.
|
38 |
Jacobsen L.S. (1930), "Steady forced vibrations as influenced by damping", ASME Transactione, 52(1), 169-181.
|
39 |
Kalkan, E. and Kunnath, S.K. (2007), "Effective cyclic energy as a measure of seismic demand", J. Earthq. Eng., 11(5), 725-751.
DOI
|
40 |
Kappos, A.J., Saiidi, M.S., Aydinoglu, M.N. and Isakovic, T. (editors) (2012), Seismic Design and Assessment of Bridges: Inelastic Methods of Analysis and Case Studies, Springer, NY.
|
41 |
Kazantzi, A.K. and Vamvatsikos, D. (2012), "A study on the correlation between dissipated hysteretic energy and seismic performance", 15th World Conference on Earthquake Engineering, Lisboa, Portugal, September.
|
42 |
Priestley, M.J.N. (2003), "Myths and fallacies in earthquake engineering, revisited", The Ninth Mallet Milne Lecture; European School for Advanced Studies in Reduction of Seismic Risk, Rose School, Pavia, Italy.
|
43 |
Priestley, M.J.N., Calvi, G.M. and Kowalsky, M.J. (2007), Displacement-Based Seismic Design of Structures, IUSS Press, Pavia, Italy.
|
44 |
PEER (2016), Pacific Earthquake Engineering Research Center Strong Ground Motion Database, http://ngawest2.berkeley.edu/
|
45 |
Rodrigues, H., Varum, H., Arede, A. and Costa, A. (2012), "A comparative analysis of energy dissipation and equivalent viscous damping of RC columns subjected to uniaxial and biaxial loading", Eng. Struct., 35, 149-164.
DOI
|
46 |
SAP2000 Ultimate (2016), Integrated Solution for Structural Analysis and Design, Computers and Structures Inc. (CSI), Berkeley, California, USA.
|
47 |
SeismoSpect (2016), Seismosoft, Earthquake Engineering Software Solutions, Pavia, Italy.
|
48 |
TSDC (2007), Turkish seismic design code, Ministry of Public Works and Settlement; Ankara, Turkey.
|
49 |
TS500 (2000), Requirements for design and construction of reinforced concrete structures, Turkish Standards Institution; Ankara, Turkey.
|
50 |
Uang, C.M. and Bertero, V.V. (1990), "Evaluation of seismic energy in structures", Earthq. Eng. Struct. D., 19(1), 77-90.
DOI
|
51 |
Yazgan, U. (2010), "The use of post-earthquake residual displacements as a performance indicator in seismic assessment", Ph.D .Dissertation, ETH Zurich, Zurich.
|
52 |
Ye, L.P., Lu, X.Z., Ma, Q.L., Cheng, G.Y., Song, S.Y., Miao, Z.W. and Pan, P. (2008), "Study on the influence of postyielding stiffness to the seismic response of building structures", 14th World Conference on Earthquake Engineering, Beijing, China, October.
|