Initial motion analysis of traditional Chinese rocking timber frame subjected to horizontal ground motion: Theoretical and numerical investigations

2020 ◽  
Vol 203 ◽  
pp. 109898
Author(s):  
Jia Wan ◽  
Qingshan Yang ◽  
Jianwei Wei ◽  
Tieying Li
Keyword(s):  
Ground Motion ◽  
Motion Analysis ◽  
Numerical Investigations ◽  
Timber Frame ◽  
Horizontal Ground Motion ◽  
Initial Motion

Dynamics of Rigid Block due to Horizontal Ground Motion

1998 ◽  
Vol 124 (7) ◽  
pp. 713-717 ◽  
Author(s):  
A. Pompei ◽  
A. Scalia ◽  
M. A. Sumbatyan
Keyword(s):  
Ground Motion ◽  
Rigid Block ◽  
Horizontal Ground Motion

Recent developments in strong-motion analysis*

1955 ◽  
Vol 45 (1) ◽  
pp. 11-21 ◽  
Author(s):  
John Hershberger
Keyword(s):  
Ground Motion ◽  
Motion Analysis ◽  
Strong Motion ◽  
Geodetic Survey ◽  
Recent Developments ◽  
Engineering Significance ◽  
Continued Use ◽  
Displacement Information

Abstract The integration of acceleration records as performed by the U. S. Coast and Geodetic Survey to produce velocity and displacement curves has nearly always required the use of arbitrary “adjustments,” in addition to the three legitimate adjustments involved in fixing the two constants of integration and the acceleration axis. These additional adjustments were justified on the assumption of accelerometer zero shifts. An improved accelerometer eliminated the possibility of zero shifts, thereby preventing the continued use of the former adjustments. Since then acceptable integration results have not been obtainable, except only for short periods of ground motion. The Carder displacement meter has thoroughly proved its superiority over integration as a means for obtaining displacement information of general engineering significance, and is being increasingly used for this purpose.

Coupled torsional dynamic analysis of a multistory building

1973 ◽  
Vol 63 (3) ◽  
pp. 1025-1039
Author(s):  
Bruce M. Douglas ◽  
Thomas E. Trabert
Keyword(s):  
Ground Motion ◽  
Degrees Of Freedom ◽  
Seismic Waves ◽  
Structural Response ◽  
Tall Buildings ◽  
Strong Motion ◽  
Ambient Vibration ◽  
Simultaneous Application ◽  
Vibration Data ◽  
Horizontal Ground Motion

abstract The coupled bending and torsional vibrations of a relatively symmetric 22-story reinforced concrete building in Reno, Nevada are studied. Analytical results are compared with observations obtained during the nuclear explosion FAULTLESS and to ambient vibration data. The fundamental periods of vibration observed during FAULTLESS were (TNS = 1.42, TEW = 1.81, TTORSION = 1.12 sec), and the calculated periods were (TNS = 2.14, TEW = 2.07, TTORSION = 1.90 sec). It was estimated that between 25 and 45 per cent of the total available nonstructural stiffness was required to explain the differences in the observed and calculated fundamental periods. Each floor diaphragm in the system was allowed three degrees of freedom-two translations and a rotation. It was found that coupled torsional motions can influence the response of structural elements near the periphery of the structure. Strong-motion structural response calculations comparing the simultaneous use of both components of horizontal ground motion to a single component analysis showed that the simultaneous application of both components of ground motion can significantly alter the response of lateral load-carrying elements. Differences of the order of 45 per cent were observed in the frames near the ends of the structure. Also, it was shown that the overall response of tall buildings is sensitive not only to the choice of input ground motion but also to the orientation of the structure with respect to the seismic waves.

Response spectral matching of horizontal ground motion components to an orientation-independent spectrum (RotDnn)

2020 ◽  
pp. 875529302097098
Author(s):  
Luis A Montejo
Keyword(s):  
Ground Motion ◽  
Response Spectrum ◽  
Time History ◽  
Response Spectra ◽  
Major Axis ◽  
Component Level ◽  
Nonlinear Characteristics ◽  
Target Spectrum ◽  
Horizontal Ground Motion ◽  
Median Spectrum

This article presents a methodology to spectrally match two horizontal ground motion components to an orientation-independent target spectrum (RotDnn). The algorithm is based on the continuous wavelet transform decomposition and iterative manipulation of the two horizontal components of a seed record. The numerical examples presented follow current ASCE/SEI 7 specifications and therefore maximum-direction spectra (RotD100) are used as target for the match. However, the proposed methodology can be used to match other RotDnn spectra, like the median spectrum (RotD50). It is shown that with the proposed methodology the resulting RotDnn from the modified horizontal components closely match the smooth target RotDnn spectrum, while the response spectrum for each horizontal component continue to exhibit a realistic jagged behavior. The response spectra variability at the component level within suites of spectrally matched motions was found to be of the same order than the variability measured in suites composed of amplitude scaled records. Moreover, the spectrally matched records generated preserved most of the characteristics of the seed records, including the nonlinear characteristics of the time history traces and the period-dependent major axis orientations.

Response Spectral Matching of Two Horizontal Ground-Motion Components

2011 ◽  
Vol 137 (3) ◽  
pp. 289-297 ◽  
Author(s):  
Damian N. Grant
Keyword(s):  
Ground Motion ◽  
Spectral Matching ◽  
Horizontal Ground Motion

Dynamic analysis of flexible rectangular fluid containers subjected to horizontal ground motion

2013 ◽  
Vol 42 (11) ◽  
pp. 1637-1656 ◽  
Author(s):  
S. Hashemi ◽  
M. M. Saadatpour ◽  
M. R. Kianoush
Keyword(s):  
Dynamic Analysis ◽  
Ground Motion ◽  
Horizontal Ground Motion

A horizontal ground-motion model for crustal and subduction earthquakes in Taiwan

2020 ◽  
Vol 36 (2) ◽  
pp. 463-506 ◽  
Author(s):  
Shu-Hsien Chao ◽  
Brian Chiou ◽  
Chiao-Chu Hsu ◽  
Po-Shen Lin
Keyword(s):  
Ground Motion ◽  
Hazard Analysis ◽  
Response Spectrum ◽  
Likelihood Method ◽  
Biased Sampling ◽  
Motion Model ◽  
Subduction Earthquakes ◽  
Ground Motion Model ◽  
Single Station ◽  
Horizontal Ground Motion

In this study, a new horizontal ground-motion model is developed for crustal and subduction earthquakes in Taiwan. A novel two-step maximum-likelihood method is used as a regression tool to develop this model. This method simultaneously considers both the correlation between records and the biased sampling because of random truncation. Moreover, additional ground-motion data can be considered to derive more reliable analysis results. The functional form of the proposed ground-motion model is constructed using the response spectrum of the reference ground-motion scenario and different scalings of the source, path, and site to illustrate the ground-motion characteristics. The variabilities in the ground-motion intensity that result from different events, stations, and records are developed individually to derive a single-station sigma. The proposed ground-motion model may be useful for predicting ground-motion intensity and performing site-specific probabilistic seismic hazard analysis in Taiwan.

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