Static Analysis: Difference between revisions
No edit summary |
Rmanwaring (talk | contribs) No edit summary |
||
| Line 5: | Line 5: | ||
<!-- 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), | 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== | ||
Revision as of 20:29, 20 December 2022
"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, 2005
Gravity Dam Design (EM 1110-2-2200), USACE, 1995
Arch Dam Design (EM 1110-2-2201), USACE, 1994
Design of Small Dams, USBR, 1987
Sliding Stability for Concrete Structures (ETL 1110-2-256), USACE, 1981
Trainings
On-Demand Webinar: Stability Evaluations of Concrete Dams
On-Demand Webinar: Analysis of Concrete Arch Dams
Citations:
Revision ID: 6102
Revision Date: 12/20/2022