Static Analysis - Revision history

Mpollei@gfnet.com at 20:55, 11 July 2023

2023-07-11T20:55:38Z

← Older revision		Revision as of 20:55, 11 July 2023
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	==Best Practices Resources==		==Best Practices Resources==
	{{Document Icon}} [[Stability Analysis of Concrete Structures (EM 1110-2-2100) \| Stability Analysis of Concrete Structures (EM 1110-2-2100), USACE~~, 2005~~]]		{{Document Icon}} [[Stability Analysis of Concrete Structures (EM 1110-2-2100) \| Stability Analysis of Concrete Structures (EM 1110-2-2100), USACE]]
	{{Document Icon}} [[Gravity Dam Design (EM 1110-2-2200) \| Gravity Dam Design (EM 1110-2-2200), USACE~~, 1995~~]]		{{Document Icon}} [[Gravity Dam Design (EM 1110-2-2200) \| Gravity Dam Design (EM 1110-2-2200), USACE]]
	{{Document Icon}} [[Arch Dam Design (EM 1110-2-2201) \| Arch Dam Design (EM 1110-2-2201), USACE~~, 1994~~]]		{{Document Icon}} [[Arch Dam Design (EM 1110-2-2201) \| Arch Dam Design (EM 1110-2-2201), USACE]]
	{{Document Icon}} [[Design of Small Dams \| Design of Small Dams, USBR~~, 1987~~]]		{{Document Icon}} [[Design of Small Dams \| Design of Small Dams, USBR]]
	{{Document Icon}} [[Sliding Stability for Concrete Structures (ETL 1110-2-256) \| Sliding Stability for Concrete Structures (ETL 1110-2-256), USACE~~, 1981~~]]		{{Document Icon}} [[Sliding Stability for Concrete Structures (ETL 1110-2-256) \| Sliding Stability for Concrete Structures (ETL 1110-2-256), USACE]]

	==Trainings==		==Trainings==

Rmanwaring at 20:29, 20 December 2022

2022-12-20T20:29:08Z

← Older revision		Revision as of 20:29, 20 December 2022
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	<!-- Introductory paragraph or topic page summary -->		<!-- Introductory paragraph or topic page summary -->
	"The basic loads contributing to the design or safety analysis... are gravity, reservoir water, temperature changes, silt, ice, uplift, and earthquake loads."<ref name="EM 1110-2-2201">[[Arch Dam Design (EM 1110-2-2201) \| Arch Dam Design (EM 1110-2-2201), USACE, 1994]]</ref> "In the numerical solution of a mathematical problem, finite element reduces the number degree of freedoms of the system to a finite number. This reduction is essentially a discretization. Discretization can proceed in time dimensions as well as in space		"The basic loads contributing to the design or safety analysis... are gravity, reservoir water, temperature changes, silt, ice, uplift, and earthquake loads."<ref name="EM 1110-2-2201">[[Arch Dam Design (EM 1110-2-2201) \| Arch Dam Design (EM 1110-2-2201), USACE, 1994]]</ref> "In the numerical solution of a mathematical problem, finite element reduces the number degree of freedoms of the system to a finite number. This reduction is essentially a discretization. Discretization can proceed in time dimensions as well as in space
	dimension. In statics, inertial forces are neglected. Static problems can be sub classified into time invariant and quasi statics."<ref name="DSO2018-09">[[Guide for Analysis of Concrete Dam Structures using Finite Element Methods (DSO-2018-09) \| Guide for Analysis of Concrete Dam Structures using Finite Element Methods (DSO-2018-09), ~~Bureau of Reclamation~~]]</ref>		dimension. In statics, inertial forces are neglected. Static problems can be sub classified into time invariant and quasi statics."<ref name="DSO2018-09">[[Guide for Analysis of Concrete Dam Structures using Finite Element Methods (DSO-2018-09) \| Guide for Analysis of Concrete Dam Structures using Finite Element Methods (DSO-2018-09), USBR, 2018]]</ref>

	==Types of Static Analysis==		==Types of Static Analysis==

Grichards at 18:24, 14 December 2022

2022-12-14T18:24:35Z

← Older revision		Revision as of 18:24, 14 December 2022
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	----		----
	<!-- Introductory paragraph or topic page summary -->		<!-- Introductory paragraph or topic page summary -->
	"The basic loads contributing to the design or safety analysis... are gravity, reservoir water, temperature changes, silt, ice, uplift, and earthquake loads."<ref name="EM 1110-2-2201">[[Arch Dam Design (EM 1110-2-2201) \| Arch Dam Design (EM 1110-2-2201), USACE, 1994]]</ref>		"The basic loads contributing to the design or safety analysis... are gravity, reservoir water, temperature changes, silt, ice, uplift, and earthquake loads."<ref name="EM 1110-2-2201">[[Arch Dam Design (EM 1110-2-2201) \| Arch Dam Design (EM 1110-2-2201), USACE, 1994]]</ref> "In the numerical solution of a mathematical problem, finite element reduces the number degree of freedoms of the system to a finite number. This reduction is essentially a discretization. Discretization can proceed in time dimensions as well as in space
			dimension. In statics, inertial forces are neglected. Static problems can be sub classified into time invariant and quasi statics."<ref name="DSO2018-09">[[Guide for Analysis of Concrete Dam Structures using Finite Element Methods (DSO-2018-09) \| Guide for Analysis of Concrete Dam Structures using Finite Element Methods (DSO-2018-09), Bureau of Reclamation]]</ref>

	==Types of Static Analysis==		==Types of Static Analysis==

Grichards at 18:18, 14 December 2022

2022-12-14T18:18:11Z

← Older revision		Revision as of 18:18, 14 December 2022
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	<!-- Introductory paragraph or topic page summary -->		<!-- Introductory paragraph or topic page summary -->
	"The basic loads contributing to the design or safety analysis... are gravity, reservoir water, temperature changes, silt, ice, uplift, and earthquake loads."<ref name="EM 1110-2-2201">[[Arch Dam Design (EM 1110-2-2201) \| Arch Dam Design (EM 1110-2-2201), USACE, 1994]]</ref>		"The basic loads contributing to the design or safety analysis... are gravity, reservoir water, temperature changes, silt, ice, uplift, and earthquake loads."<ref name="EM 1110-2-2201">[[Arch Dam Design (EM 1110-2-2201) \| Arch Dam Design (EM 1110-2-2201), USACE, 1994]]</ref>

	~~==Static Loads==~~
	* [[Static Loads - Gravity Loads \| Gravity Loads]]
	* [[Static Loads - Reservoir Water \| Reservoir Water]]
	* [[Static Loads - Temperature \| Temperature]]
	* [[Static Loads - Silt \| Silt]]
	* [[Static Loads - Ice \| Ice]]
	* [[Static Loads - Uplift \| Uplift]]

	==Types of Static Analysis==		==Types of Static Analysis==
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	==Best Practices Resources==		==Best Practices Resources==
	{{Document Icon}} [[Stability of Concrete Structures (EM 1110-2-2100) \| Stability of Concrete Structures (EM 1110-2-2100), USACE, 2005]]		{{Document Icon}} [[Stability Analysis of Concrete Structures (EM 1110-2-2100) \| Stability Analysis of Concrete Structures (EM 1110-2-2100), USACE, 2005]]
	{{Document Icon}} [[Evaluation and Comparison of Stability Analysis and Uplift Criteria for Concrete Gravity Dams by Three Federal Agencies (ERDC/ITL TR-00-1) \| Evaluation and Comparison of Stability Analysis and Uplift Criteria for Concrete Gravity Dams by Three Federal Agencies (ERDC/ITL TR-00-1), USACE, 2000]]
	{{Document Icon}} [[Gravity Dam Design (EM 1110-2-2200) \| Gravity Dam Design (EM 1110-2-2200), USACE, 1995]]		{{Document Icon}} [[Gravity Dam Design (EM 1110-2-2200) \| Gravity Dam Design (EM 1110-2-2200), USACE, 1995]]
	{{Document Icon}} [[Arch Dam Design (EM 1110-2-2201) \| Arch Dam Design (EM 1110-2-2201), USACE, 1994]]		{{Document Icon}} [[Arch Dam Design (EM 1110-2-2201) \| Arch Dam Design (EM 1110-2-2201), USACE, 1994]]
	{{Document Icon}} [[Design of Small Dams \| Design of Small Dams, USBR, 1987]]		{{Document Icon}} [[Design of Small Dams \| Design of Small Dams, USBR, 1987]]
	{{Document Icon}} [[Sliding Stability for Concrete Structures (ETL ~~11102~~-256) \| Sliding Stability for Concrete Structures (ETL ~~11102~~-256), USACE, 1981]]		{{Document Icon}} [[Sliding Stability for Concrete Structures (ETL 1110-2-256) \| Sliding Stability for Concrete Structures (ETL 1110-2-256), USACE, 1981]]

	==[[Trainings]]==		==Trainings==
	{{Video Icon}} [[On-Demand Webinar: Stability Evaluations of Concrete Dams]]		{{Video Icon}} [[On-Demand Webinar: Stability Evaluations of Concrete Dams]]
	{{Video Icon}} [[On-Demand Webinar: Analysis of Concrete Arch Dams]]		{{Video Icon}} [[On-Demand Webinar: Analysis of Concrete Arch Dams]]

Rmanwaring at 00:25, 30 November 2022

2022-11-30T00:25:28Z

← Older revision		Revision as of 00:25, 30 November 2022
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	==Best Practices Resources==		==Best Practices Resources==
			{{Document Icon}} [[Stability of Concrete Structures (EM 1110-2-2100) \| Stability of Concrete Structures (EM 1110-2-2100), USACE, 2005]]
			{{Document Icon}} [[Evaluation and Comparison of Stability Analysis and Uplift Criteria for Concrete Gravity Dams by Three Federal Agencies (ERDC/ITL TR-00-1) \| Evaluation and Comparison of Stability Analysis and Uplift Criteria for Concrete Gravity Dams by Three Federal Agencies (ERDC/ITL TR-00-1), USACE, 2000]]
			{{Document Icon}} [[Gravity Dam Design (EM 1110-2-2200) \| Gravity Dam Design (EM 1110-2-2200), USACE, 1995]]
	{{Document Icon}} [[Arch Dam Design (EM 1110-2-2201) \| Arch Dam Design (EM 1110-2-2201), USACE, 1994]]		{{Document Icon}} [[Arch Dam Design (EM 1110-2-2201) \| Arch Dam Design (EM 1110-2-2201), USACE, 1994]]
			{{Document Icon}} [[Design of Small Dams \| Design of Small Dams, USBR, 1987]]
			{{Document Icon}} [[Sliding Stability for Concrete Structures (ETL 11102-256) \| Sliding Stability for Concrete Structures (ETL 11102-256), USACE, 1981]]

			==[[Trainings]]==
			{{Video Icon}} [[On-Demand Webinar: Stability Evaluations of Concrete Dams]]
			{{Video Icon}} [[On-Demand Webinar: Analysis of Concrete Arch Dams]]

	<!-- In the location of an in text citation, simply enclose the citation as follows: <ref> citation </ref>. Citations will automatically populate. Learn more at https://www.mediawiki.org/wiki/Help:Cite. -->		<!-- In the location of an in text citation, simply enclose the citation as follows: <ref> citation </ref>. Citations will automatically populate. Learn more at https://www.mediawiki.org/wiki/Help:Cite. -->

Rmanwaring at 00:23, 30 November 2022

2022-11-30T00:23:18Z

← Older revision		Revision as of 00:23, 30 November 2022
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	----		----
	<!-- Introductory paragraph or topic page summary -->		<!-- Introductory paragraph or topic page summary -->
	~~Paragraph text~~		"The basic loads contributing to the design or safety analysis... are gravity, reservoir water, temperature changes, silt, ice, uplift, and earthquake loads."<ref name="EM 1110-2-2201">[[Arch Dam Design (EM 1110-2-2201) \| Arch Dam Design (EM 1110-2-2201), USACE, 1994]]</ref>

			==Static Loads==
			* [[Static Loads - Gravity Loads \| Gravity Loads]]
			* [[Static Loads - Reservoir Water \| Reservoir Water]]
			* [[Static Loads - Temperature \| Temperature]]
			* [[Static Loads - Silt \| Silt]]
			* [[Static Loads - Ice \| Ice]]
			* [[Static Loads - Uplift \| Uplift]]

	==Types of Static Analysis==		==Types of Static Analysis==
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	* [[Static Finite Element Analysis]]		* [[Static Finite Element Analysis]]

			==Best Practices Resources==
			{{Document Icon}} [[Arch Dam Design (EM 1110-2-2201) \| Arch Dam Design (EM 1110-2-2201), USACE, 1994]]

	<!-- In the location of an in text citation, simply enclose the citation as follows: <ref> citation </ref>. Citations will automatically populate. Learn more at https://www.mediawiki.org/wiki/Help:Cite. -->		<!-- In the location of an in text citation, simply enclose the citation as follows: <ref> citation </ref>. Citations will automatically populate. Learn more at https://www.mediawiki.org/wiki/Help:Cite. -->

Grichards at 05:38, 18 November 2022

2022-11-18T05:38:46Z

← Older revision		Revision as of 05:38, 18 November 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 -->
	__NOTOC__		__NOTOC__
			[[Category:Global Stability of a Dam]]
	----		----
	<!-- Introductory paragraph or topic page summary -->		<!-- Introductory paragraph or topic page summary -->

Grichards: Created page with " NOTOC ---- Paragraph text ==Types of Static Analysis== * Rigid Body Stability (Gravity Analysis) * Static Finite Element Analysis

← Older revision		Revision as of 20:55, 11 July 2023
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	==Best Practices Resources==		==Best Practices Resources==
	{{Document Icon}} [[Stability Analysis of Concrete Structures (EM 1110-2-2100) \| Stability Analysis of Concrete Structures (EM 1110-2-2100), USACE~~, 2005~~]]		{{Document Icon}} [[Stability Analysis of Concrete Structures (EM 1110-2-2100) \| Stability Analysis of Concrete Structures (EM 1110-2-2100), USACE]]
	{{Document Icon}} [[Gravity Dam Design (EM 1110-2-2200) \| Gravity Dam Design (EM 1110-2-2200), USACE~~, 1995~~]]		{{Document Icon}} [[Gravity Dam Design (EM 1110-2-2200) \| Gravity Dam Design (EM 1110-2-2200), USACE]]
	{{Document Icon}} [[Arch Dam Design (EM 1110-2-2201) \| Arch Dam Design (EM 1110-2-2201), USACE~~, 1994~~]]		{{Document Icon}} [[Arch Dam Design (EM 1110-2-2201) \| Arch Dam Design (EM 1110-2-2201), USACE]]
	{{Document Icon}} [[Design of Small Dams \| Design of Small Dams, USBR~~, 1987~~]]		{{Document Icon}} [[Design of Small Dams \| Design of Small Dams, USBR]]
	{{Document Icon}} [[Sliding Stability for Concrete Structures (ETL 1110-2-256) \| Sliding Stability for Concrete Structures (ETL 1110-2-256), USACE~~, 1981~~]]		{{Document Icon}} [[Sliding Stability for Concrete Structures (ETL 1110-2-256) \| Sliding Stability for Concrete Structures (ETL 1110-2-256), USACE]]

	==Trainings==		==Trainings==

Static Analysis - Revision history

Mpollei@gfnet.com at 20:55, 11 July 2023

Rmanwaring at 20:29, 20 December 2022

Grichards at 18:24, 14 December 2022

Grichards at 18:18, 14 December 2022

Rmanwaring at 00:25, 30 November 2022

Rmanwaring at 00:23, 30 November 2022

Grichards at 05:38, 18 November 2022

Grichards: Created page with " __NOTOC__ ---- Paragraph text ==Types of Static Analysis== * Rigid Body Stability (Gravity Analysis) * Static Finite Element Analysis

Grichards: Created page with " NOTOC ---- Paragraph text ==Types of Static Analysis== * Rigid Body Stability (Gravity Analysis) * Static Finite Element Analysis