Ground Motion (Seismicity) - Revision history

Grichards: Grichards moved page Seismicity to Ground Motion (Seismicity) without leaving a redirect

2023-03-17T19:03:47Z

Grichards moved page Seismicity to Ground Motion (Seismicity) without leaving a redirect

← Older revision	Revision as of 19:03, 17 March 2023
(No difference)

Grichards at 22:13, 15 March 2023

2023-03-15T22:13:06Z

← Older revision		Revision as of 22:13, 15 March 2023
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	==Best Practices Resources==		==Best Practices Resources==
	{{Document Icon}} [[Instrumentation for Concrete Structures (EM 1110-2-4300)\|Instrumentation for Concrete Structures (EM 1110-2-4300) (U.S. Army Corps of Engineers)]]		{{Document Icon}} [[Instrumentation for Concrete Structures (EM 1110-2-4300)\|Instrumentation for Concrete Structures (EM 1110-2-4300) (U.S. Army Corps of Engineers)]]
			{{Website Icon}} [https://earthquake.usgs.gov/data/shakealert/ USGS ShakeAlert® Earthquake Early Warning System]

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Grichards at 03:35, 6 December 2022

2022-12-06T03:35:16Z

← Older revision		Revision as of 03:35, 6 December 2022
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	<!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed -->		<!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed -->
	“Although earthquake forces are considered in the design of structures, data obtained from instrumentation during earthquakes have indicated significantly different results when compared to those anticipated in design. Instrumentation should be installed in regions of significant [[seismic]] activity to measure ground motion, hydrodynamic water pressures, and response of concrete dams and intake towers 100 ft or more in height. Also, seismic instrumentation may be desired at other locations where the structure and seismic activity are unusual. Each project should be instrumented to suit the particular structure, geologic and seismic condition”.<ref name="EM 1110-2-4300">[[Instrumentation for Concrete Structures (EM 1110-2-4300)\| Instrumentation for Concrete Structures (EM 1110-2-4300), USACE, 1987]]</ref>		“Although earthquake forces are considered in the design of structures, data obtained from instrumentation during earthquakes have indicated significantly different results when compared to those anticipated in design. Instrumentation should be installed in regions of significant [[seismic]] activity to measure ground motion, hydrodynamic water pressures, and response of concrete dams and intake towers 100 feet or more in height. Also, seismic instrumentation may be desired at other locations where the structure and seismic activity are unusual. Each project should be instrumented to suit the particular structure, geologic and seismic condition”.<ref name="EM 1110-2-4300">[[Instrumentation for Concrete Structures (EM 1110-2-4300)\| Instrumentation for Concrete Structures (EM 1110-2-4300), USACE, 1987]]</ref>

	“Instruments used to obtain a seismic data are strong-motion accelerometers, peak recording accelerometers, hydrodynamic pressure gages, and seismoscopes”.<ref name="EM 1110-2-4300" />		“Instruments used to obtain a seismic data are strong-motion accelerometers, peak recording accelerometers, hydrodynamic pressure gages, and seismoscopes”.<ref name="EM 1110-2-4300" />

Grichards at 04:41, 18 November 2022

2022-11-18T04:41:34Z

← Older revision		Revision as of 04:41, 18 November 2022
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	__NOTOC__		__NOTOC__
			[[Category:Movement Surveillance and Monitoring]]
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	<!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed -->		<!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed -->
	“Although earthquake forces are considered in the design of structures, data obtained from instrumentation during earthquakes have indicated significantly different results when compared to those anticipated in design. Instrumentation should be installed in regions of significant seismic activity to measure ground motion, hydrodynamic water pressures, and response of concrete dams and intake towers 100 ft or more in height. Also, seismic instrumentation may be desired at other locations where the structure and seismic activity are unusual. Each project should be instrumented to suit the particular structure, geologic and seismic condition”.<ref name="EM 1110-2-4300">[[Instrumentation for Concrete Structures (EM 1110-2-4300)\| Instrumentation for Concrete Structures (EM 1110-2-4300), USACE, 1987]]</ref>		“Although earthquake forces are considered in the design of structures, data obtained from instrumentation during earthquakes have indicated significantly different results when compared to those anticipated in design. Instrumentation should be installed in regions of significant [[seismic]] activity to measure ground motion, hydrodynamic water pressures, and response of concrete dams and intake towers 100 ft or more in height. Also, seismic instrumentation may be desired at other locations where the structure and seismic activity are unusual. Each project should be instrumented to suit the particular structure, geologic and seismic condition”.<ref name="EM 1110-2-4300">[[Instrumentation for Concrete Structures (EM 1110-2-4300)\| Instrumentation for Concrete Structures (EM 1110-2-4300), USACE, 1987]]</ref>

	“Instruments used to obtain a seismic data are strong-motion accelerometers, peak recording accelerometers, hydrodynamic pressure gages, and seismoscopes”.<ref name="EM 1110-2-4300" />		“Instruments used to obtain a seismic data are strong-motion accelerometers, peak recording accelerometers, hydrodynamic pressure gages, and seismoscopes”.<ref name="EM 1110-2-4300" />

Grichards at 17:53, 16 September 2022

2022-09-16T17:53:38Z

← Older revision		Revision as of 17:53, 16 September 2022
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	<!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed -->		<!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed -->
	“Although earthquake forces are considered in the design of structures, data obtained from instrumentation during earthquakes have indicated significantly different results when compared to those anticipated in design. Instrumentation should be installed in regions of significant seismic activity to measure ground motion, hydrodynamic water pressures, and response of concrete dams and intake towers 100 ft or more in height. Also, seismic instrumentation may be desired at other locations where the structure and seismic activity are unusual. Each project should be instrumented to suit the particular structure, geologic and seismic condition”.<ref name="EM 1110-2-4300">[[Instrumentation for Concrete Structures \| EM 1110-2-4300 Instrumentation for Concrete Structures, USACE, 1987]]</ref>		“Although earthquake forces are considered in the design of structures, data obtained from instrumentation during earthquakes have indicated significantly different results when compared to those anticipated in design. Instrumentation should be installed in regions of significant seismic activity to measure ground motion, hydrodynamic water pressures, and response of concrete dams and intake towers 100 ft or more in height. Also, seismic instrumentation may be desired at other locations where the structure and seismic activity are unusual. Each project should be instrumented to suit the particular structure, geologic and seismic condition”.<ref name="EM 1110-2-4300">[[Instrumentation for Concrete Structures (EM 1110-2-4300)\| Instrumentation for Concrete Structures (EM 1110-2-4300), USACE, 1987]]</ref>

	“Instruments used to obtain a seismic data are strong-motion accelerometers, peak recording accelerometers, hydrodynamic pressure gages, and seismoscopes”.<ref name="EM 1110-2-4300" />		“Instruments used to obtain a seismic data are strong-motion accelerometers, peak recording accelerometers, hydrodynamic pressure gages, and seismoscopes”.<ref name="EM 1110-2-4300" />

	~~==Examples==~~
	~~{{Website Icon}}~~
	==Best Practices Resources==		==Best Practices Resources==
	{{Document Icon}} [[Instrumentation for Concrete Structures (EM 1110-2-4300)]]		{{Document Icon}} [[Instrumentation for Concrete Structures (EM 1110-2-4300)\|Instrumentation for Concrete Structures (EM 1110-2-4300) (U.S. Army Corps of Engineers)]]
	~~==Trainings==~~
	~~{{Video Icon}}~~

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Rmanwaring: Created page with "NOTOC ---- “Although earthquake forces are considered in the design of structures, data obtained from instrumentation during earthquakes have indicated significantly different results when compared to those anticipated in design. Instrumentation should be installed in regions of significant seismic activity to measure ground motion, hydrodynamic water pressures, and r..."

2022-09-08T14:59:47Z

Created page with "__NOTOC__ ----  “Although earthquake forces are considered in the design of structures, data obtained from instrumentation during earthquakes have indicated significantly different results when compared to those anticipated in design. Instrumentation should be installed in regions of significant seismic activity to measure ground motion, hydrodynamic water pressures, and r..."

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__NOTOC__
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“Although earthquake forces are considered in the design of structures, data obtained from instrumentation during earthquakes have indicated significantly different results when compared to those anticipated in design. Instrumentation should be installed in regions of significant seismic activity to measure ground motion, hydrodynamic water pressures, and response of concrete dams and intake towers 100 ft or more in height. Also, seismic instrumentation may be desired at other locations where the structure and seismic activity are unusual. Each project should be instrumented to suit the particular structure, geologic and seismic condition”.<ref name="EM 1110-2-4300">[[Instrumentation for Concrete Structures | EM 1110-2-4300 Instrumentation for Concrete Structures, USACE, 1987]]</ref>

“Instruments used to obtain a seismic data are strong-motion accelerometers, peak recording accelerometers, hydrodynamic pressure gages, and seismoscopes”.<ref name="EM 1110-2-4300" />

==Examples==
{{Website Icon}}
==Best Practices Resources==
{{Document Icon}} [[Instrumentation for Concrete Structures (EM 1110-2-4300)]]
==Trainings==
{{Video Icon}}


{{Citations}}


{{revhistinf}}