Improved approach for obtaining rotational components of seismic motion

[1]  N. Newmark.  TORSION IN SYMMETRICAL BUILDINGS , 1969 .

[2]  G C Hart,et al.  TORSIONAL RESPONSE OF HIGH-RISE BUILDINGS , 1975 .

[3]  N. D. Nathan,et al.  Rotational Components of Earthquake Motion , 1975 .

[4]  J. Bielak.  Dynamic response of non-linear building-foundation systems , 1978 .

[5]  W. K. Tso,et al.  Torsional spectrum for earthquake motions , 1978 .

[6]  Mihailo D. Trifunac,et al.  A note on rotational components of earthquake motions on ground surface for incident body waves , 1982 .

[7]  A. M. Abdel-Ghaffar,et al.  TORSIONAL EARTHQUAKE RESPONSE OF SUSPENSION BRIDGES , 1984 .

[8]  J. L. Humar,et al.  Dynamic response of buildings to ground rotational motion , 1984 .

[9]  Arthur C. Heidebrecht,et al.  Rotational ground motion and seismic codes , 1985 .

[10]  Arthur C. Heidebrecht,et al.  Response spectra for torsion, rocking and rigid foundations , 1985 .

[11]  A. Castellani,et al.  ROTATIONAL COMPONENTS OF THE SURFACE GROUND MOTION DURING AN EARTHQUAKE , 1986 .

[12]  Mansour Niazi.  INFERRED DISPLACEMENTS, VELOCITIES AND ROTATIONS OF A LONG RIGID FOUNDATION LOCATED AT EL CENTRO DIFFERENTIAL ARRAY SITE DURING THE 1979 IMPERIAL VALLEY, CALIFORNIA, EARTHQUAKE , 1986 .

[13]  Mihailo D. Trifunac,et al.  Rocking strong earthquake accelerations , 1987 .

[14]  Bruce A. Bolt,et al.  Rotational components of surface strong ground motion , 1989 .

[15]  Alberto Castellani,et al.  On the rotational components of seismic motion , 1989 .

[16]  Anil K. Chopra,et al.  Dual-Level Approach for Seismic Design of Asymmetric-Plan Buildings , 1994 .

[17]  Minoru Takeo,et al.  Ground rotational motions recorded in near‐source region of earthquakes , 1998 .