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transient motion

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Journal Article
Published: 01 October 1951
Bulletin of the Seismological Society of America (1951) 41 (4): 313–346.
...Lydik S. Jacobsen; Robert S. Ayre Abstract Four tanks, from 6 inches to 4 feet in diameter, have been subjected simultaneously to transient, horizontal “ground motions” of simplified type. The important parameters, in addition to size of tank, were depth of fluid and frequency, duration...
Journal Article
Journal: Geophysics
Published: 13 December 2018
Geophysics (2019) 84 (1): K1–K9.
...Xin Wu; Guoqiang Xue; Pan Xiao; Jutao Li; Lihua Liu; Guangyou Fang ABSTRACT In helicopter-borne transient electromagnetic (HTEM) signal processing, removal of motion-induced noise is one of the most important steps. A special type of short-term noise, which could be classified as high-frequency...
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Journal Article
Published: 01 April 1943
Bulletin of the Seismological Society of America (1943) 33 (2): 91–119.
...) . 8 Ayre Interconnection of Translational and Torsional Vibrations in Buildings , Bull. Seism. Soc. Am. , 28 : 89 - 130 (1938) . EXPERIMENTAL RESPONSE OF AN ASYMMETRIC, ONE-STORY BUILDING MODEL TO AN IDEALIZED, TRANSIENT GROUND MOTION ~ B...
Journal Article
Published: 01 October 1975
Bulletin of the Seismological Society of America (1975) 65 (5): 1239–1257.
... Pacoima Canyon to investigate the effects of topography in a more realistic case. The results of the harmonic analysis include wave amplification patterns and transfer functions for different wavelengths and for different angles of incidence. The study also includes analysis of transient motions...
Journal Article
Journal: Geophysics
Published: 01 January 1953
Geophysics (1953) 18 (1): 160–187.
... of reproducing transient motions other than the natural oscillations of the device itself. The purpose of this paper is to describe the theory and construction of an electromechanical transducer system which does reproduce vertical mechanical motions in the image of arbitrarily specified waveforms...
Journal Article
Published: 01 February 2012
Bulletin of the Seismological Society of America (2012) 102 (1): 343–351.
... and modeling tools used. After subtracting a pre‐2004 interseismic velocity, significant transient motion during the 2008.5–2010.5 epoch confirms that postseismic relaxation processes continue in Andaman. Modeling three‐component velocities as viscoelastic flow yields a weighted root‐mean‐square (wrms) misfit...
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Journal Article
Published: 01 December 1972
Bulletin of the Seismological Society of America (1972) 62 (6): 1649–1664.
... to practical use for transient motions through the Fast Fourier technique. The validity of the approach is tested against the motions recorded at four soil sites and one rock site during the 1957 San Francisco earthquake. The good agreement between the computed and recorded values indicates that rock motions...
Journal Article
Published: 01 August 2019
Earthquake Spectra (2019) 35 (3): 1141–1162.
... of the filtering action of piles is reported by introducing the role of pile stiffness in averaging soil motion over an effective pile length. Following a parametric study under transient motion, we propose a set of novel, ready-to-use formulae for a rapid assessment of the pile-induced filtering action...
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Journal Article
Published: 01 December 1967
Bulletin of the Seismological Society of America (1967) 57 (6): 1445–1448.
... amplitude of transient motion in close proximity to the San Andreas Fault was oriented at a large angle to the strike of the fault. Bulletin of the Seismological Society of America. Vol. 57, No. 6, pp. 1445-1448. December,1967 SEISMOSCOPE RESULTS FROM THREE EARTHQUAKES IN THE HOLLISTER, CALIFORNIA, AREA...
Image
Transient of the proof mass angular motion (optical transducer signal) and applied torque (feedback signal). The fully noncontact electrostatic actuators are capable of keeping the proof mass position at the locking point against ambient disturbances.
Published: 01 May 2009
Figure 4. Transient of the proof mass angular motion (optical transducer signal) and applied torque (feedback signal). The fully noncontact electrostatic actuators are capable of keeping the proof mass position at the locking point against ambient disturbances.
Image
Transient velocity signal generated by tilt motion (solid curve) and IMFs of the signal (dotted curve): C1 (top panel), C2 (center panel), and C3 (bottom panel) modes.
Published: 01 May 2009
Figure 7. Transient velocity signal generated by tilt motion (solid curve) and IMFs of the signal (dotted curve): C 1 (top panel), C 2 (center panel), and C 3 (bottom panel) modes.
Journal Article
Published: 01 February 2013
Bulletin of the Seismological Society of America (2013) 103 (1): 283–295.
... for the big ground motions in strong motion events. The algorithm implements a well known and non‐linear, denoising scheme and is applied to the low‐frequency sub‐band and, in particular, succeeds in recovering the acceleration‐fling pulse. The progression is that in order to obtain estimates of displacements...
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Journal Article
Published: 01 August 2008
Bulletin of the Seismological Society of America (2008) 98 (4): 1887–1897.
...Shigeo Kinoshita Abstract Broadband velocity seismometers generate transient signals with long-period pulses for the tilt motion of the seismometer base; this signal is caused by the response of the feedback circuits incorporated into the seismometers. The reverse estimation of tilt motion...
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Image
Unprocessed and processed ground motions. (a,c,e) Unprocessed ground motion: (a) raw acceleration, (c) velocity by integration of the acceleration, and (e) displacement by integration of the velocity. (b,d,f) Processed ground motion: (b) processed acceleration by zero padding and low‐cut filtering, (d) velocity by integration of the processed acceleration, and (f) displacement by integration of the velocity. Areas highlighted in panel (b) indicate the presence of filtering transients. The ground motion was recorded by the MYG013 station (north–south direction) during the Iwate earthquake (Japan) in 2008.
Published: 13 September 2024
‐cut filtering, (d) velocity by integration of the processed acceleration, and (f) displacement by integration of the velocity. Areas highlighted in panel (b) indicate the presence of filtering transients. The ground motion was recorded by the MYG013 station (north–south direction) during the Iwate
Image
Average horizontal‐to‐vertical (H/V) curves and their standard deviations were recorded at the same site (a) before and (b) after transient removal. Corresponding individual spectra of motion in velocity and standard deviation for individual components (c) before and (d) after transient removal. (e) Time stability of the H/V curve during the measurement (H/V amplitude in color, time on the x‐axis, frequency on the y‐axis) and (f) remaining time windows after transient removal. The color version of this figure is available only in the electronic edition.
Published: 18 June 2024
Figure A1. Average horizontal‐to‐vertical (H/V) curves and their standard deviations were recorded at the same site (a) before and (b) after transient removal. Corresponding individual spectra of motion in velocity and standard deviation for individual components (c) before and (d) after
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Moment maxima obtained for an input motion recorded at İzmit strong-motion station. (a) Linear transient dynamic solution. Left: longitudinal direction moment (kN m × 104); right: transverse direction moment (kN m × 103). (b) Geometric nonlinear transient dynamic solution. Left: longitudinal direction moment (kN m × 104); right: transverse direction moment (kN m × 104).
Published: 01 February 2002
Figure 30. Moment maxima obtained for an input motion recorded at İzmit strong-motion station. (a) Linear transient dynamic solution. Left: longitudinal direction moment (kN m × 10 4 ); right: transverse direction moment (kN m × 10 3 ). (b) Geometric nonlinear transient dynamic solution. Left
Image
Shear force maxima for an input motion recorded at İzmit strong-motion station. (a) Linear transient dynamic solution. Left: longitudinal direction shear (kN m × 103); right: transverse direction shear (kN m × 103). (b) Geometric nonlinear transient dynamic solution. Left: longitudinal direction shear (kN m × 103); right: transverse direction shear (kN m × 103).
Published: 01 February 2002
Figure 31. Shear force maxima for an input motion recorded at İzmit strong-motion station. (a) Linear transient dynamic solution. Left: longitudinal direction shear (kN m × 10 3 ); right: transverse direction shear (kN m × 10 3 ). (b) Geometric nonlinear transient dynamic solution. Left
Journal Article
Published: 21 December 2021
Bulletin of the Seismological Society of America (2022) 112 (2): 734–749.
... twice as large as the post‐Hector Mine transient velocities. Models of the first year of postseismic motions have been derived from GPS data by Dorsett et al. (2019) . They construct 3D models of viscoelastic structure by determining viscoelastic relaxation jointly with afterslip contributions...
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Simulated transient velocity wave (thick curve) of the VSE-355EI broadband seismometer for a tilt acceleration input with a ramp function type (thin curve). The dotted curve shows the estimated tilt motion derived from the transient wave shown by the solid curve.
Published: 01 May 2009
Figure 6. Simulated transient velocity wave (thick curve) of the VSE-355EI broadband seismometer for a tilt acceleration input with a ramp function type (thin curve). The dotted curve shows the estimated tilt motion derived from the transient wave shown by the solid curve.
Image
Peak, transient, total inter-story drift ratios versus intensity measures of base ground motions in model 5.
Published: 01 February 2017
Figure 8. Peak, transient, total inter-story drift ratios versus intensity measures of base ground motions in model 5.