The Academic Perspective Procedia publishes Academic Platform symposiums papers as three volumes in a year. DOI number is given to all of our papers.
Publisher : Academic Perspective
Journal DOI : 10.33793/acperpro
Journal eISSN : 2667-5862
[1] Cardone D, Flora A, Gesualdi G. Inelastic response of RC frame buildings with seismic isolation. Earthquake engineering & Structural Dynamics 2013; 42(6):871-889.
[2] Mazza F, Mazza M, Vulcano AJES. Nonlinear response of rc framed buildings retrofitted by different base-isolation systems under horizontal and vertical components of near-fault earthquakes. Earthquakes and Structures 2017:12(1):135-144.
[3] Murota N, Suzuki S, Mori T, Wakishima K, Sadan B, Tuzun C, ... & Erdik M. Performance of high-damping rubber bearings for seismic isolation of residential buildings in Turkey. Soil Dynamics and Earthquake Engineering 2021:143:106620.
[4] Cardone D, Viggiani LRS, Perrone G, Telesca A, Di Cesare A, Ponzo FC, ... & Pavese A. Modelling and seismic response analysis of existing Italian residential RC buildings retrofitted by seismic isolation. Journal of Earthquake Engineering 2023;27(4);1069-1093.
[5] Afet Bölgelerinde Yapılacak Yapılar Hakkında Yönetmelik-ABYYHY. Afet ve Acil Durum Baskanlıgı, 1998, Ankara, Türkiye.
[6] Dicleli M. Performance of seismic-isolated bridges in relation to near-fault ground-motion and isolator characteristics. Eartquake Spectra 2006;22(4):887–907.
[7] Constantinou MC. Lecture notes of Aseismic Base Isolation at State University of New York at Buffalo, 2009.
[8] Ozdemir G, Constantinou MC. Evaluation of equivalent lateral force procedure in estimating seismic isolator displacements. Soil Dynamics and Earthquake Engineering 2010;30(10): 1036-1042.
[9] Türkiye Bina Deprem Yönetmeliği-TBDY. Afet ve Acil Durum Baskanlıgı, 2018, Ankara, Türkiye.
[10] Constantinou MC, Whittaker AS, Fenz DM, Apostolakis G. Seismic isolation of bridges, Report to the State of California Department of Transportaion, Report No:65A0174, 2007 University at Buffalo, NY.
[11]
Open System for Earthquake Engineering Simulation (OpenSees). Pacific Earthquake Engineering Research Center, University of California, Berkeley; 2022.
[12]
Paspuleti C. Seismic Analysis of an Older Reinforced Concrete Frame Structure. MSc Thesis, University of Washington, Washington; 2002.
[13] Monti G, Spacone E. Reinforced concrete fiber beam element with bond-slip. J Struct Engineering 2000;126(6):654–61.
[14] Paulay T, Priestley MN. Seismic design of reinforced concrete and masonry buildings. New York: Wiley, 1992:Vol.768).
[15] Kumar M, Whittaker AS, Constantinou MC. An advanced numerical model of elastomeric seismic isolation bearings. Earthquake Engineering & Structural Dynamics 2014;43(13):1955-1974.
[16] Robinson WH. Lead‐rubber hysteretic bearings suitable for protecting structures during earthquakes. Earthquake Engineering and Structural Dynamics 1982;10(4): 593-604.
[17] Kalpakidis IV, Constantinou MC. Effects of heating on the behavior of lead-rubber bearing. I: Theory. Journal of Structural Engineering 2009;135(12):1440-1449.
[18] Kalpakidis IV, Constantinou MC. Effects of heating on the behavior of lead-rubber bearings. II: Verification of theory. Journal of Structural Engineering 2009;135(12):1450-1461.
[19] Somerville PG, Smith NF, Graves RW, Abrahamson NA. Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity. Seismol Res Lett 1997;68(1):199–222.