1B Gutenberg,C F Richter.Earthquake magnitude,intensity,energy and acceleration[J].BSSA,1942,32(3):163-191.
2Housner G W.Limit design of structures to resist earthquake[A].Proc.of 1st WCEE[C].Califormia:EERI,1956:5(1-13).
3Budiansky B,Rice J R.Conservation laws and energy-release rates[J].ASME,1973,40(1):201-203.
4Chiaming Uang,Vitelmo V. Bertero.Evaluation of seismic energy in structures[J].EESD, 1990,19(1):77-90.
5Shen J,Akbas B.Seismic energy demand in steel moment frames[J].Journal of Earthquake Engineering, 1999,3(4):519-559.
6Kiyoshi Hirao,Syuji Sasada,Yoshifumi Nariyuki.The Effect of duration and frequency content of earthquake motion on energy responses of SDOF structures[A].Proc. Of 9st WCEE[C].Tokyo:Japan Association for earthquake Dissaster prevention,1988,v:(141~146).
7Lieping Ye,Shunsuke Otani.Maximum seismic dispalcement of inelastic systems based on energy concept[J].EESD, 1999,28(12):1483 -1499.
8Koliopoulos P K,Margaris B N,Klimis N S.Duration and energy characteristics of Greek strong motion records[J].Journal of Earthquak Engineering,1998,2(3):391-417.
9Rafael Riddell,Jaime E,Garcia.Hysgeretic energy spectutrum and damage control[J].EESD,2001,30(12):1791-1816.
10Silvia L Dimova,Anaxagoras Elenas.Seismic intensity parameters for fragility analysis of structures with energy dissipating devices[J].Structural Safety ,2002,24(1):1-28.