The seismic isolated Stavros Niarchos Foundation Cultural Center in Athens (SNFCC)
Tài liệu tham khảo
Anagnostopoulos SA. Applications of base isolation and energy dissipation devices in structures in Greece. In: Proceedings of the 10th World Conference on seismic isolation, energy dissipation and active vibration control of structures, Istanbul, Turkey; 2007.
Huber P, Medeot R, Tuncer M. Seismic Protection of three recently constructed Buildings by seismic Isolation with Sliding Isolation Pendulum Devices. In: Proceedings of the 10th World Conference on seismic isolation, energy dissipation & active vibration control of structures, Turkey.
Giarlelis C, Kostikas C, Lamprinou E, Dalakiouridou M. Dynamic behavior of a seismic isolated structure in Greece. In: Proceedings of the 14th World Conference on earthquake engineering, Beijing, China; 2008.
International Code Council. International Building Code, IBC 2018. Falls Church, Virginia; 2017.
CEN, EN. 1998-1, Eurocode-8: Design of structures for earthquake resistance. Brussels; 2004.
CEN, EN 15129. Antiseismic Devices. Brussels; 2009.
Edafomichaniki. Geotechnical survey and study for SNFCC. Athens, Greece; 2008.
Athanasopoulos G, Vlachakis V. Evaluation of liquefaction resistance, strength & dynamic moduli/damping ratios of soil formations underlying the SNFCC project site. Athens, Greece; 2010.
Gazetas G. Requirements for the antiseismic design of the SNFCC– Final Phase Report. Athens, Greece; March 2010.
American Society of Civil Engineers (ASCE) Standard. Minimum design loads for buildings and other structures. ASCE/SEI 7-10, Reston, VA, USA; 2010.
Naeim, 1999
Kani, 2009, Current state of seismic-isolation design, J Disaster Res, 4, 175, 10.20965/jdr.2009.p0175
Markou, 2016, Response simulation of hybrid base isolation systems under earthquake excitation, Soil Dyn Earthq Eng, 84, 120, 10.1016/j.soildyn.2016.02.003
Zayas, 1990, A simple pendulum technique for achieving seismic isolation, Earthq Spectra, 6, 317, 10.1193/1.1585573
Buckle IG, Constantinou MC, Diclali M, Chasemi H. Seismic isolation of highway bridges. Research Report MCEER-06-SP07, MCEER, University of Buffalo, NY; 2006.
Makris, 1996, Prediction of observed response of base-isolated structure, J Struct Eng 1995, 122, 485
Mokha, 1991, Experimental study of friction-pendulum isolation system, J Struct Eng, 117, 1201, 10.1061/(ASCE)0733-9445(1991)117:4(1201)
Tsopelas, 1996, Experimental study of FPS system in bridge seismic isolation, Earthq Eng Struct Dyn, 25, 65, 10.1002/(SICI)1096-9845(199601)25:1<65::AID-EQE536>3.0.CO;2-A
JRC.Eurocode 8: seismic design of buildings-Worked examples. JRC Scientific & Technical Reports, European Commission Joint Research Center; 2012.
Earthquake Planning & Protection Organization. Greek Seismic Code, Athens; 2003.
Tsiavos, 2016, Dynamics of inelastic base-isolated structures subjected to recorded ground motions, Bull Earthq Eng, 15, 1807, 10.1007/s10518-016-0022-5
Mylonakis, 2000, Seismic soil structure interaction: Beneficial or Detrimental?, J Earthq Eng, 4, 277, 10.1080/13632460009350372
Kelly, 1991
Tsai, 2004, Effects of unbounded media on seismic responses of FPS-isolated structures, J Struct Control Health Monit, 11, 1, 10.1002/stc.28
Spyrakos, 2009, Soil-structure interaction effects on base-isolated buildings founded on soil stratum, Eng Struct, 729, 10.1016/j.engstruct.2008.10.012
Manolis GD, Markou AA. A distributed-mass structural system for soil-structure-interaction and base isolation studies. Special Issue Commemorating Prof. A. Kounadis’ 75th Birthday, Archives of Applied Mechanics; 2012;82:1513–29.
Syngros, 2004
Mylonakis, 1999, Lateral vibration and internal forces of grouped piles in layered soil, J Geotech Geoenviron Eng, 125, 16, 10.1061/(ASCE)1090-0241(1999)125:1(16)
Computers and Structures Inc., CSI Analysis Reference Manual for SAP2000, ETABS and SAFE. Berkeley, California, USA; 2005.
Wen, 1976, Method for random vibration of hysteretic systems, J Eng Mech Div ASCE, 102, 249, 10.1061/JMCEA3.0002106
Park, 1986, Random vibration of hysteretic systems under bi-directional ground motions, Earthq Eng Struct Dyn, 14, 543, 10.1002/eqe.4290140405
Nagarajaiah S, Reinhorn AM, Constantinou MC. 3D-Basis - Nonlinear dynamic analysis of three-dimensional base isolated structures, Part II. Technical Report NCEER-91-0005, National Center for Earthquake Engineering Research, State University of New York, Buffalo, NY; 1991.
Seismosoft, L.T.D. Seismosignal, Pavia, Italy; 2016.
Ambraseys, 2000, Dissemination of European strong-motion data. CD-ROM collection
Giarlelis C, Mylonakis G. The role of soil-structure interaction in the inelastic performance of multi-storey buildings. In: Proceedings of the nineth international conference on structural dynamics EURODYN, Porto; 2014.
Mylonakis, 2003, Damage potential of the 1999 Athens, Greece, accelerograms, Bull Earthq Eng, 1, 205, 10.1023/A:1026380608133
Komodromos, 2007, Response of seismically isolated buildings considering poundings, Earthq Eng Struct Dyn, 36, 1605, 10.1002/eqe.692