论文信息 - Optimum design of a first story damping system

Optimum design of a first story damping system

Abstract The optimum design of a first story damping system of multistory shear type structures is considered. Analytical expressions, for the case of stationary white noise ground accelerations, are derived for maximum displacements of each floor. Based on these, suitable objective functions are defined. Parametric study for the determination of the effect of structural damping and structure's flexibility on the control quantities is performed and the optimal design of several structures is carried out.

M. C. Constantinou | I. G. Tadjbakhsh

[1] H. Tajimi,et al. Statistical Method of Determining the Maximum Response of Building Structure During an Earthquake , 1960 .

[2] G. W. Housner,et al. Behavior of Structures During Earthquakes , 1959 .

[3] Paul H. Wirsching,et al. Safety design concepts for seismic structures , 1973 .

[4] A G Davenport,et al. NOTE ON THE DISTRIBUTION OF THE LARGEST VALUE OF A RANDOM FUNCTION WITH APPLICATION TO GUST LOADING. , 1964 .

[5] Paul H. Wirsching,et al. Modal Response of Structures , 1970 .

[6] Hubert M. James,et al. Theory of Servomechanisms , 1965 .

[7] Yu-Kweng Michael Lin. Probabilistic Theory of Structural Dynamics , 1976 .

[8] Kiyoshi Kanai,et al. Semi-empirical Formula for the Seismic Characteristics of the Ground , 1957 .

[9] G. N. Bycroft. White Noise Representation of Earthquakes , 1960 .

[10] Michael C. Constantinou,et al. Probabilistic Optimum Base Isolation of Structures , 1983 .

[11] Paul H. Wirsching,et al. Minimal structural response under random excitation using the vibration absorber , 1973 .

[12] H. J. Stumpf,et al. Transient Response of a Dynamic System Under Random Excitation , 1961 .

[13] W. D. Mark,et al. Random Vibration in Mechanical Systems , 1963 .