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  1. Earthquake Engineering and Engineering Vibration
  2. Earthquake Engineering and Engineering Vibration : Volume 4
  3. Earthquake Engineering and Engineering Vibration : Volume 4, Issue 1, June 2005
  4. Time derivative of earthquake acceleration
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Earthquake Engineering and Engineering Vibration : Volume 16
Earthquake Engineering and Engineering Vibration : Volume 15
Earthquake Engineering and Engineering Vibration : Volume 14
Earthquake Engineering and Engineering Vibration : Volume 13
Earthquake Engineering and Engineering Vibration : Volume 12
Earthquake Engineering and Engineering Vibration : Volume 11
Earthquake Engineering and Engineering Vibration : Volume 10
Earthquake Engineering and Engineering Vibration : Volume 9
Earthquake Engineering and Engineering Vibration : Volume 8
Earthquake Engineering and Engineering Vibration : Volume 7
Earthquake Engineering and Engineering Vibration : Volume 6
Earthquake Engineering and Engineering Vibration : Volume 5
Earthquake Engineering and Engineering Vibration : Volume 4
Earthquake Engineering and Engineering Vibration : Volume 4, Issue 2, December 2005
Earthquake Engineering and Engineering Vibration : Volume 4, Issue 1, June 2005
Foreword
From the editors ( Earthquake Engineering and Engineering Vibration , Volume 4 , Issue 1 )
Time derivative of earthquake acceleration
Hilbert spectrum and intrinsic oscillation mode of dynamic response of a bilinear SDOF system: influence of harmonic excitation amplitude
Scattering of plane P waves by a semi-cylindrical hill: analytical solution
Antiplane response of isoceles triangular hill to incident SH waves
Physical modeling and visualization of soil liquefaction under high confining stress
Effect of consolidation ratios on maximum dynamic shear modulus of sands
Centrifuge modeling of PGD response of buried pipe
Seismic spatial effects on long-span bridge response in nonstationary inhomogeneous random fields
A simplified fragility analysis of fan type cable stayed bridges
Probabilistic seismic response and reliability assessment of isolated bridges
Seismic behavior of concrete filled steel tubular arch structures
Analytical exploration of γ-function explicit method can pseudodynamic testing of nonlinear systems
Experimental study on seismic behavior of semi-rigid connection between steel beam and concrete wall
Road vehicle-induced vibration control of microelectronics facilities
DPCM-based vibration sensor data compression and its effect on structural system identification
Local measurement for structural health monitoring
A study on the seismic behavior of a retrofitted building based on nonlinear static and dynamic analyses
Earthquake Engineering and Engineering Vibration : Volume 3
Earthquake Engineering and Engineering Vibration : Volume 2
Earthquake Engineering and Engineering Vibration : Volume 1

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Time derivative of earthquake acceleration

Content Provider Springer Nature Link
Author Tong, Mai Wang, Guo Quan Lee, George C.
Copyright Year 2005
Abstract Unlike acceleration, velocity, and displacement, the time derivative of acceleration (TDoA) of ground motion has not been extensively studied. In this paper, the basic characteristics of TDoA are evaluated based on records from the 1999 Chi-Chi, earthquake (Mw 7.6) and one of its aftershocks (Mw 6.2). It is found that the maximum TDoA at a free-field station was over 31,200 cm/s3 (31.8 g/s); and the duration of “strong” TDoA, between the first and the last time points exceeding 2,000 cm/s3 (2 g/s), was almost one minute near the epicenter area. Since ground TDoA sensors are not commonly available, the time series are calculated by direct numerical differentiation of acceleration time series. Relative error analysis shows that the error is non-transitive and total error is within 4%. The density function of TDoA amplitude, frequency content and spatial distribution of peak ground jerk (PGJ) are evaluated. The study also includes examination of some TDoA responses from a seven-story building and comparison of ground TDoA with the limit TDoA used in the transportation industry for ride comfort. Some potential impacts of TDoA on humans have also been reviewed.
Starting Page 1
Ending Page 16
Page Count 16
File Format PDF
ISSN 16713664
Journal Earthquake Engineering and Engineering Vibration
Volume Number 4
Issue Number 1
e-ISSN 1993503X
Language English
Publisher Institute of Engineering Mechanics, China Earthquake Administration
Publisher Date 2005-01-01
Publisher Place Harbin
Access Restriction One Nation One Subscription (ONOS)
Subject Keyword time derivation of acceleration peak ground jerk acceleration time series earthquake ground motion earthquake effect on human activities Geotechnical Engineering Civil Engineering Vibration, Dynamical Systems, Control
Content Type Text
Resource Type Article
Subject Building and Construction Geophysics Mechanical Engineering Geotechnical Engineering and Engineering Geology Civil and Structural Engineering
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