Arora J S.Optimization of structures subjected to dynamic loads[A].Structural Dynamic Systems Computational Techniques and Optimization[C],edited by Leondes,C. T.,Gordon and Breach Science Publishers,1999,1-72.
[2]
Grandhi R V Haftka R T,and Watson L T.Efficient identification of critical stresses in structures subject to dynamic loads[J].Computers and Structures,1986,22(3):373-386.
[3]
Tseng C H and Arora J S.Optimum design of systems for dynamics and controls using Sequential Quadratic Programming[J].AIAA Journal,1989,27(12):1793-1800.
[4]
Loh C H,Wan S,Liao W I. Effects of hysteretic model on seismic demands:consideration of near-fault ground motions[J].The Structural Design of Tall Buildings,2002,11(1):155-169.
[5]
Malhotra P K.Response of buildings to near-field pulse-like ground motions[J].Earthquake Engineering and Structural Dynamics,1999,28(11):1309-1326.
[6]
Liao W I,Loh C H,Wan S.Earthquake response of RC moment frames subjected to near-fault ground motions[J].The Structural Design of Tall Buildings,2001,10(2):219-229.
[7]
Heaton T H,Hall J F,Wald D J,Halling M W.Response of high-rise and base isolated buildings to a hypothetical MW 7.0 blind thrust earthquake[J].Science,1995,267,Jan 13:206~211.
[8]
Jangid R S,Kelly J M.Base isolation for near-fault motions[J].Earthquake Engineering and Structural Dynamics,2001,30(5):691-707.
[9]
Inaudi J A and Kelly J M.Optimum damping in linear isolation systems[J].Earthquake Engineering and Structural Dynamics,1993,22(7):583-598.
[10]
Sinha S.C.and Li Guangning.Optimum designing of base-isolated structures with dynamic absorber[J].ASCE Journal of Engineering Mechanics,1994,120(2):221-231.
[11]
Park Saito,Yoshi,and Tamori.Optimal design of the base-isolatd device by using genetic algorithm:a proposal of a method and some examples of its application[A].Proceedings of International conference on Computer Aid Optimal Design of Structures,Computational Mechanics[C],1999,225-234.
Mavroeidis G P,Dong G,Papageorgiou A S.Near-fault ground motions,and the response of elastic and inelastic single-degree-of-freedom system[J].Earthquake Engineering and Structural Dynamics,2004,33(9):1023-1049.