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Clinton, John Francis (2004-04-27) Modern digital seismology - instrumentation, and small amplitude studues in the engineering world. http://resolver.caltech.edu/CaltechETD:etd-05202004-225044


Type of Document Dissertation
Author Clinton, John Francis
Author's Email Address jclinton AT caltech.edu
URN etd-05202004-225044
Persistent URL http://resolver.caltech.edu/CaltechETD:etd-05202004-225044
Title Modern digital seismology - instrumentation, and small amplitude studues in the engineering world
Degree PhD
Option Civil Engineering
Advisory Committee
Advisor Name Title
John F. Hall Committee Chair
Hiroo Kanamori Committee Member
James L. Beck Committee Member
Jeroen Tromp Committee Member
Thomas H. Heaton Committee Member
Keywords
  • continuous monitoring
  • empirical green's functions
  • seismic instumentation
  • strong ground motions
  • Tokachi-oki
Date of Defense 2004-04-27
Availability unrestricted
Abstract
The recording of ground motions is a fundamental part of both seismology and earthquake engineering. The current state-of-the-art 24-bit continuously recording seismic station is described, with particular attention to the frequency range and dynamic range of the seismic sensors typically installed. An alternative method of recording the strong-motions would be to deploy a velocity sensor rather than an accelerometer. This instrument has the required ability to measure the strongest earth motions, with enhanced long period sensitivity.

An existing strong motion velocity sensor from Japan was tested for potential use in US seismic networks. It was found to be incapable of recording strong motions typically observed in the near source of even moderate earthquakes. The instrument was widely deployed near the M8.3 Sept 2003 Tokachi-Oki earthquake. The dataset corroborated our laboratory observations of low velocity saturations. The dataset also served to show all inertial sensors are equally sensitive to tilting, which is widespread in large earthquakes. High rate GPS data is also recorded during the event. Co-locating high-rate GPS with strong motion sensors is suggested to be currently the optimal method by which the complete and unambiguous deformation field at a station can be recorded.

A new application of the modern seismic station is to locate them inside structures. A test station on the 9th floor of Millikan Library is analysed. The continuous data-stream facilitates analysis of the building response to ambient weather, forced vibration tests, and small earthquakes that have occurred during its lifetime. The structure's natural frequencies are shown to be sensitive not only to earthquake excitation, but rainfall, temperature and wind. This has important implications on structural health monitoring, which assumes the natural frequencies of a structure do not vary significantly unless there is structural damage.

Moderate to small earthquakes are now regularly recorded by dense, high dynamic range networks. This enhanced recording of the earthquake and its aftershock sequences makes possible the development of a Green's Function deconvolution approach for determining rupture parameters.

Files
  Filename       Size       Approximate Download Time (Hours:Minutes:Seconds) 
 
 28.8 Modem   56K Modem   ISDN (64 Kb)   ISDN (128 Kb)   Higher-speed Access 
  thesis_CLINTON_appendixes.pdf 2.20 Mb 00:10:10 00:05:14 00:04:34 00:02:17 00:00:11
  thesis_CLINTON_bib.pdf 73.98 Kb 00:00:20 00:00:10 00:00:09 00:00:04 < 00:00:01
  thesis_CLINTON_Chptr1.pdf 216.06 Kb 00:01:00 00:00:30 00:00:27 00:00:13 00:00:01
  thesis_CLINTON_Chptr2.pdf 1.27 Mb 00:05:51 00:03:00 00:02:38 00:01:19 00:00:06
  thesis_CLINTON_Chptr3.pdf 4.60 Mb 00:21:18 00:10:57 00:09:35 00:04:47 00:00:24
  thesis_CLINTON_Chptr4.pdf 12.72 Mb 00:58:53 00:30:17 00:26:30 00:13:15 00:01:07
  thesis_CLINTON_Chptr5.pdf 2.36 Mb 00:10:55 00:05:36 00:04:54 00:02:27 00:00:12
  thesis_CLINTON_Chptr6.pdf 10.04 Mb 00:46:29 00:23:54 00:20:55 00:10:27 00:00:53
  thesis_CLINTON_Chptr7.pdf 3.97 Mb 00:18:23 00:09:27 00:08:16 00:04:08 00:00:21
  thesis_CLINTON_preamble.pdf 166.91 Kb 00:00:46 00:00:23 00:00:20 00:00:10 < 00:00:01

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