Static Analysis: Difference between revisions
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"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), USBR, 2018]]</ref> | |||
==Types of Static Analysis== | ==Types of Static Analysis== | ||
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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 | {{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 | {{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 | {{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 | {{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 | {{Document Icon}} [[Sliding Stability for Concrete Structures (ETL 1110-2-256) | Sliding Stability for Concrete Structures (ETL 1110-2-256), USACE]] | ||
==Trainings== | ==Trainings== | ||
Latest revision as of 20:55, 11 July 2023
"The basic loads contributing to the design or safety analysis... are gravity, reservoir water, temperature changes, silt, ice, uplift, and earthquake loads."[1] "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."[2]
Types of Static Analysis
Best Practices Resources
Stability Analysis of Concrete Structures (EM 1110-2-2100), USACE
Gravity Dam Design (EM 1110-2-2200), USACE
Arch Dam Design (EM 1110-2-2201), USACE
Sliding Stability for Concrete Structures (ETL 1110-2-256), USACE
Trainings
On-Demand Webinar: Stability Evaluations of Concrete Dams
On-Demand Webinar: Analysis of Concrete Arch Dams
Citations:
Revision ID: 7163
Revision Date: 07/11/2023