On the design of a dense array to extract rotational components of earthquake ground motion
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[1] Joan Gomberg,et al. Dynamic deformations and the M6.7, Northridge, California earthquake , 1997 .
[2] Paul Bodin,et al. Dynamic deformations of shallow sediments in the Valley of Mexico, Part I: Three-dimensional strains and rotations recorded on a seismic array , 1997, Bulletin of the Seismological Society of America.
[3] M. R. Falamarz-Sheikhabadi. Simplified relations for the application of rotational components to seismic design codes , 2014 .
[4] L. M. Baker,et al. Transient stresses at Parkfield, California, produced by the M 7.4 Landers earthquake of June 28, 1992: Observations from the UPSAR dense seismograph array , 1995 .
[5] Ioannis Politopoulos. Response of seismically isolated structures to rocking-type excitations , 2009 .
[6] Cinna Lomnitz,et al. Frequency response of a strainmeter , 1997, Bulletin of the Seismological Society of America.
[7] Dhiman Basu,et al. Characterizing the rotational components of earthquake ground motion , 2012 .
[8] A. Castellani,et al. ROTATIONAL COMPONENTS OF THE SURFACE GROUND MOTION DURING AN EARTHQUAKE , 1986 .
[9] Nasser Laouami,et al. Experimental analysis of seismic torsional ground motion recorded by the LSST‐Lotung array , 2002 .
[10] Alberto Castellani,et al. On the rotational components of seismic motion , 1989 .
[11] Andrew S. Whittaker,et al. An equivalent accidental eccentricity to account for the effects of torsional ground motion on structures , 2014 .
[12] Joseph Penzien,et al. CHARACTERISTICS OF 3-DIMENSIONAL EARTHQUAKE GROUND MOTIONS , 1974 .
[13] 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 .
[14] Juan Carlos de la Llera,et al. Accidental torsion in buildings due to base rotational excitation , 1994 .
[15] Andrew S. Whittaker,et al. Extracting rotational components of earthquake ground motion using data recorded at multiple stations , 2013 .
[16] Andrew S. Whittaker,et al. Estimating Rotational Components of Ground Motion Using Data Recorded at a Single Station , 2012 .
[17] Hong-Nan Li,et al. Improved approach for obtaining rotational components of seismic motion , 2004 .
[18] J. Bendat,et al. Random Data: Analysis and Measurement Procedures , 1987 .
[19] John P. Wolf,et al. Response of a nuclear power plant on aseismic bearings to horizontally propagating waves , 1983 .
[20] Zbigniew Zembaty,et al. Rotational Seismic Load Definition in Eurocode 8, Part 6, for Slender Tower-Shaped Structures , 2009 .
[21] Mihailo D. Trifunac,et al. Rocking strong earthquake accelerations , 1987 .
[22] Jen-Kuang Chung,et al. Estimation of Ground Strain Using Accelerograms Recorded by Two Dense Seismic Arrays at Lotung, Taiwan , 2007 .
[23] G. N. Bycroft. Soil—foundation interaction and differential ground motions , 1980 .
[24] Albin K. Kerekes. Seismic array design by spatial convolution , 2001 .
[25] Andrew S. Whittaker,et al. Characterizing rotational components of earthquake ground motion using a surface distribution method and response of sample structures , 2015 .
[26] G C Hart,et al. TORSIONAL RESPONSE OF HIGH-RISE BUILDINGS , 1975 .
[27] Zbigniew Zembaty,et al. Tutorial on Surface Rotations from Wave Passage Effects: Stochastic Spectral Approach , 2009 .