1 |
Akkar, S. and Bommer, J.J. (2007), "Empirical prediction equations for peak ground velocity derived from strong-motion records from Europe and the Middle East", Bull. Seism. Soc. Am., 97(2), 511-530.
DOI
|
2 |
Akkar, S. and Ozen, O. (2005), "Effect of peak ground velocity on deformation demands for SDOF systems", Earthq. Eng. Struct. Dyn., 34(13), 1551-1571.
DOI
|
3 |
Algan, B.B. (1982), "Drift and damage considerations in earthquake resistant design of reinforced concrete buildings", Ph.D. Dissertation, Univ. of Illinois, Urbana, Ill.
|
4 |
ATC-40 (1996), Seismic evaluation and retrofit of concrete buildings, Applied Technology Council, Washington DC, USA.
|
5 |
Benjamin, J.R. (1988), "A criterion for determining exceedance of the Operating Basis Earthquake", EPRI Report NP-5930, Electric Power Research Institute, Palo Alto, California.
|
6 |
Bilgin, H. (2015), "Generation of fragility curves for typical RC health care facilities: emphasis on hospitals in Turkey", J. Perform. Constr. Facil., doi:10.1061/(ASCE)CF.1943-5509.0000806, 04015056.
DOI
|
7 |
Bindi, D., Massa, M., Luzi, L., Ameri, G., Pacor, F., Puglia, R. and Augliera, P. (2014), "Pan-European ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5%-damped PSA at spectral periods up to 3.0 s using the RESORCE dataset", Bull. Earthq. Eng., 12(1), 391-430.
DOI
|
8 |
BiSpec (2011), Earthquake Solutions, http://www.eqsols.com/Pages/Bispec.aspx
|
9 |
Boore, D.M. and Atkinson, G.M. (2008), "Ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5%-damped PSA at spectral periods between 0.01 s and 10.0 s", Earthq. Spectra, 24(1), 99-138.
DOI
|
10 |
Boore, D.M., Stewart, J.P., Seyhan, E. and Atkinson, G.M. (2014), "NGA-West2 equations for predicting PGA, PGV, and 5% damped PSA for shallow crustal earthquakes", Earthq. Spectra, 30(3), 1057-1085.
DOI
|
11 |
Cabanas, L., Benito, B. and Herraiz, M. (1997), "An approach to the measurement of the potential structural damage of earthquake ground motions", Earthq. Eng. Struct. Dyn., 26, 79-92.
DOI
|
12 |
Cao, V.V. and Ronagh, H.R. (2014a), "Correlation between seismic parameters of far-fault motions and damage indices of low-rise reinforced concrete frames", Soil Dyn. Earthq. Eng., 66, 102-112.
DOI
|
13 |
Cao, V.V. and Ronagh, H.R. (2014b), "Correlation between parameters of pulse-type motions and damage of low-rise RC frames", Earthq. Struct., 7(3), 365-384.
DOI
|
14 |
Elenas, A. (1997), "Interdependency between seismic acceleration parameters and the behavior of structures", Soil Dyn. Earthq. Eng., 16(5), 317-322.
DOI
|
15 |
Elenas, A. (2000), "Correlation between seismic acceleration parameters and overall structural damage indices of buildings", Soil Dyn. Earthq. Eng., 20(1), 93-100.
DOI
|
16 |
Elenas, A. and Meskouris, K. (2001), "Correlation study between seismic acceleration parameters and damage indices of structures", Eng. Struct., 23(6), 698-704.
DOI
|
17 |
Elenas, A., Liolios, A. and Vasiliadis, L. (1995), "Earthquake induced nonlinear behavior of structures in relation with characteristic acceleration parameters", Proceedings of the 10th European Conference on Earthquake Engineering, Vienna.
|
18 |
Elnashai, A. and Sarno, L.D. (2008), Fundamentals of Earthquake Engineering, John Wiley & Sons Ltd., West Sussex, UK.
|
19 |
FEMA-440 (2005), Improvement of nonlinear static seismic analysis procedures, Federal Emergency Management Agency, Washington DC, USA.
|
20 |
FEMA-356 (2000), Prestandard and commentary for seismic rehabilitation of buildings, Federal Emergency Management Agency, Washington DC, USA.
|
21 |
Gandomi, A.H., Alavi, A.H., Mousavi, M. and Tabatabaei, S.M. (2011), "A hybrid computational approach to derive new ground-motion prediction equations", Eng. Appl. Artif. Intel., 24(4), 717-732.
DOI
|
22 |
Gulkan, P. and Sozen, M.A. (1999), "Procedure for determining seismic vulnerability of building structures", ACI Struct. J., 96(3), 336-342.
|
23 |
Inel, M., Ozmen, H.B. and Bilgin, H. (2007), "Modelling non-linear behavior of reinforced concrete members", Proceedings of the 6th National Conference on Earthquake Engineering, Vol II: 207-216, Istanbul.
|
24 |
Inel, M., Ozmen, H.B. and Bilgin, H. (2008), "SEMAp: modelling non-linear behaviour of reinforced concrete members", TUBITAK Project No: 105M024, Ankara, Turkey.
|
25 |
Inel, M., Meral, E. and Ozmen, H.B. (2014), "Seismic displacement demands of low and mid-rise rc buildings with nonlinear static and dynamic analyses", Proceedings of the 2nd European Conference on Earthquake Engineering and Seismology, (Paper ID: 1286), Istanbul, Turkey.
|
26 |
Jinjun, H.U., Wangcheng, W.U. and Lili, X.I.E. (2013), "Review and analysis of cumulative absolute velocity related parameters of ground motion", J. Earthq. Eng. Vib., 33(5), 1-8.
|
27 |
Kadas, K., Yakut, A. and Kazaz, I. (2011), "Spectral ground motion intensity based on capacity and period elongation", J. Struct. Eng., 137(3), 401-409.
DOI
|
28 |
Kramer, S.L. and Mitchell, R.A. (2006), "Ground motion intensity measures for liquefaction hazard evaluation", Earthq. Spectra, 22(2), 413-438.
DOI
|
29 |
Kaklamanos, J. and Baise, L.G. (2011), "Model validations and comparisons of the next generation attenuation of ground motions (NGA-West) project", Bull. Seism. Soc. Am., 101(1), 160-175.
DOI
|
30 |
Kramer, S.L. (1996), Geotechnical Earthquake Engineering, Prentice- Hall, Englewood, Cliffs, NJ.
|
31 |
Liao, W., Loh, C. and Wan, S. (2001), "Earthquake responses of RC moment frames subjected to near-fault ground motions", Struct. Des. Tall Build., 10(3), 219-229.
DOI
|
32 |
Miranda, E. (1999), "Approximate seismic lateral deformation demands in multistory buildings", J. Struct. Eng., 125(4), 417-425.
DOI
|
33 |
Moehle, J.P. (1992), "Displacement-based design of RC structures subjected to earthquakes", Earthq. Spectra, 8(3), 403-428.
DOI
|
34 |
Moehle, J.P. (1994), "Seismic drift and its role in design", Proceedings of the 5th US-Japan Workshop on the Improvement of Building Structural Design and Construction Practice, San Diego.
|
35 |
Mohammadnejad, A.K., Mousavi, S.M., Torabi, M., Mousavi, M. and Alavi, A.H. (2012), "Robust attenuation relations for peak time-domain parameters of strong ground motions", Environ. Earth Sci., 67(1), 53-70.
DOI
|
36 |
Moustafa, A. and Takewaki, I. (2012), "Characterization of earthquake ground motion of multiple sequences", Earthq. Struct., 3(5), 629-647.
DOI
|
37 |
Nanos, N., Elenas, A. and Ponterosso, P. (2008), "Correlation of different strong motion duration parameters and damage indicators of reinforced concrete structures", Proceedings of the 14th World Conference on Earthquake Engineering, Bejing.
|
38 |
Ozmen, H.B., Inel, M., Senel, S.M. and Kayhan, A.H. (2015), "Load carrying system characteristics of existing Turkish RC building stock", Int. J. Civ. Eng., 13(1), 76-91.
|
39 |
Nuttli, O.W. (1979), "The relation of sustained maximum ground acceleration and velocity to earthquake intensity and magnitude", S-71-1 Report 16, US Army Corps of Engineers, Waterways Experiment Station, Vicksburg, Mississippi.
|
40 |
Ozmen, H.B., Inel, M., Akyol, E., Cayci, B.T. and Un, H. (2014), "Evaluations on the relation of RC building damages with structural parameters after May 19, 2011 Simav (Turkey) earthquake", Nat. Haz., 71(1), 63-84.
DOI
|
41 |
Ozmen, H.B., Inel, M. and Cayci, B.T. (2013), "Engineering implications of the RC building damages after 2011 Van Earthquakes", Earthq. Struct., 5(3), 297-319.
DOI
|
42 |
Ozdemir, G. and Bayhan, B. (2015), "Response of an isolated structure with deteriorating hysteretic isolator model", Res. Eng. Struct. Mater., 1(1), 1-10.
|
43 |
Pankow, K.L. and Peckmann, J.C. (2004), "The SEA99 ground-motion predictive relations for extensional tectonic regimes: revisions and a new peak ground velocity relation", Bull. Seism. Soc. Am., 94(1), 341-348.
DOI
|
44 |
PEER Database (2011), http://nisee.berkeley.edu/spl/, University of California, Berkeley.
|
45 |
Rathje, E.M., Abrahamson, N.A. and Bray, J.D. (1998), "Simplified frequency content estimates of earthquake ground motions", J. Geotech. Geoenviron., 124(2), 150-159.
DOI
|
46 |
Riddell, R. (2007), "On ground motion intensity indices", Earthq. Spectra, 23(1), 147-173.
DOI
|
47 |
SAP2000, Integrated Finite Element Analysis and Design of Structures, Computers and Structures Inc., Berkeley, California, USA.
|
48 |
SeismoSignal (2011), Earthquake Engineering Software Solutions, Chalkida, Greece. http://www.seismosoft.com
|
49 |
Sarma, S.K. and Yang, K.S. (1987), "An evaluation of strong motion records and a new parameter A95", Earthq. Eng. Struct., 15(1), 119-132.
DOI
|
50 |
Sabetta, F. and Pugliese, A. (1996), "Estimation of response spectra and simulation of nonstationary earthquake ground motion", Bull. Seism. Soc. Am., 86(2), 337-352.
|
51 |
Sucuoglu, H. (1997), "Discussion of An approach to the measurement of the potential structural damage of earthquake ground motions", Earthq. Eng. Struct., 26(12), 1283-1285.
DOI
|
52 |
Takizawa, H. and Jennings, P.C. (1980), "Collapse of a model for ductile reinforced concrete frames under extreme earthquake motions", Earthq. Eng. Struct., 8(2), 117-144.
DOI
|
53 |
Theodulidis, N.P. and Papazachos, B.C. (1992), "Dependence of strong ground motion on magnitudedistance, site geology and macroseismic intensity for shallow earthquakes in Greece: I, Peak horizontal acceleration, velocity and displacement", Soil Dyn. Earthq. Eng., 11(7), 387-402.
DOI
|
54 |
Travasarou, T., Bray, J.D. and Abrahamson, N.A. (2003), "Empirical attenuation relationship for Arias intensity", Earthq. Eng. Struct., 32(7), 1133-1155.
DOI
|
55 |
Tromans, I.J. and Bommer, J.J. (2002), "The attenuation of strong-motion peaks in Europe", Proceedings of the 12th European Conference on Earthquake Engineering, paper no. 394, London.
|
56 |
Turkish Earthquake Code (TEC-2007) (2007), Specifications for buildings to be built in seismic areas, Ministry of Public Works and Settlement, Ankara,Turkey.
|
57 |
Von Thun, J.L., Rochim, L.H., Scott, G.A. and Wilson, J.A. (1988), "Earthquake ground motions for design and analysis of dams", Earthquake Engineering and Soil Dynamics II - Recent Advances in Ground-Motion Evaluation, Geotechnical Special Publication, 20, 463-481.
|
58 |
Uang, C.H. and Bertero, V.V. (1988), Implications of recorded earthquake ground motions on seismic design of buildings structures, Report No. UCB/EERC-88/13, Earthquake Engineering Research Center, University of California, California.
|
59 |
USGS (2015), www.usgs.gov.
|
60 |
Villaverde, R. (2007), "Methods to assess the seismic collapse capacity of building structures: state of the art", J. Struct. Eng., 133(1), 57-66.
DOI
|
61 |
Wald, D.J., Quitoriano, V., Heaton, T.H. and Kanomori, H. (1999), "Relationships between peak ground acceleration peak ground velocity and modified Mercalli intensity in California", Earthq. Spectra, 15(3), 557-564.
DOI
|
62 |
Worden, C.B., Gerstenberger, M.C., Rhoades, D.A. and Wald, D.J. (2012), "Probabilistic relationships between ground motion parameters and modified Mercalli Intensity in California", Bull. Seismol. Soc. Am., 102(1), 204-221.
DOI
|
63 |
Wu, Y.M., Hsiao, N.C. and Teng, T.L. (2004), "Relationship between strong motion peak values and seismic loss during the 1999 Chi-Chi Taiwan earthquake", Nat. Haz., 32(3), 357-373.
DOI
|
64 |
Wu, Y.M., Teng, T.I., Shin, T.C. and Hsiao, N.C. (2003), "Relationship between peak ground acceleration peak ground velocity and intensity in Taiwan", Bull. Seismol. Soc. Am., 93(1), 386-396.
DOI
|
65 |
Yakut, A. and Yilmaz, H. (2008), "Correlation of deformation demands with ground motion intensity", J. Struct. Eng., ASCE, 134(12), 1818-1828.
DOI
|