Curvograms of Strong Earthquake Ground MotionSource: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 006Author:M. D. Trifunac
DOI: 10.1061/(ASCE)0733-9399(1990)116:6(1426)Publisher: American Society of Civil Engineers
Abstract: A method for the synthetic generation of curvograms (curvature versus time) associated with strong earthquake shaking is presented. It is shown that small radii of curvative of ground motion, in the range of several hundred meters, are possible only for very large accelerations (1–3 ge/u), near epicenter, and in soft geologic and soil environment, with shear wave velocities in the range near 50–100 m/s. Therefore, the pseudostatic bending of long foundation structures by ground waves may be expected only for large accelerations and for short wavelengths, in the vicinity of shallow or surface faults. Similar conditions are possible in isolated areas, where the three-dimensional geometry of surface layers leads to focusing, and thus large amplification of incident wave amplitudes.
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contributor author | M. D. Trifunac | |
date accessioned | 2017-05-08T22:33:45Z | |
date available | 2017-05-08T22:33:45Z | |
date copyright | June 1990 | |
date issued | 1990 | |
identifier other | %28asce%290733-9399%281990%29116%3A6%281426%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/82653 | |
description abstract | A method for the synthetic generation of curvograms (curvature versus time) associated with strong earthquake shaking is presented. It is shown that small radii of curvative of ground motion, in the range of several hundred meters, are possible only for very large accelerations (1–3 ge/u), near epicenter, and in soft geologic and soil environment, with shear wave velocities in the range near 50–100 m/s. Therefore, the pseudostatic bending of long foundation structures by ground waves may be expected only for large accelerations and for short wavelengths, in the vicinity of shallow or surface faults. Similar conditions are possible in isolated areas, where the three-dimensional geometry of surface layers leads to focusing, and thus large amplification of incident wave amplitudes. | |
publisher | American Society of Civil Engineers | |
title | Curvograms of Strong Earthquake Ground Motion | |
type | Journal Paper | |
journal volume | 116 | |
journal issue | 6 | |
journal title | Journal of Engineering Mechanics | |
identifier doi | 10.1061/(ASCE)0733-9399(1990)116:6(1426) | |
tree | Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 006 | |
contenttype | Fulltext |