Structural Design Considerations: Difference between revisions
From ASDSO Dam Safety Toolbox
No edit summary |
No edit summary |
||
(6 intermediate revisions by 2 users not shown) | |||
Line 1: | Line 1: | ||
<!-- 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:Structural]] | |||
---- | ---- | ||
{{Picture | {{Picture | ||
Line 11: | Line 12: | ||
}} | }} | ||
<!-- Introductory paragraph or topic page summary --> | <!-- Introductory paragraph or topic page summary --> | ||
In addition to the global [[stability]] of a dam, individual components and appurtenances that are critical to safe dam [[operation]] must be structurally sound during all design [[Loading Conditions|loading conditions]]. | |||
==Related Topics== | ==Related Topics== | ||
* [[Reinforced Concrete]] | * [[Reinforced Concrete]] | ||
Line 21: | Line 21: | ||
* [[Anchorage]] | * [[Anchorage]] | ||
* [[Serviceability]] | * [[Serviceability]] | ||
* [[Gates/Bulkheads]] | * [[Design and Construction of Gates/Bulkheads|Gates/Bulkheads]] | ||
* [[Conduits]] | * [[Design and Construction of Outlet Works|Conduits & Outlet Works]] | ||
==Best Practices Resources== | ==Best Practices Resources== | ||
{{Document Icon}} [[Standard Practice for Concrete for Civil Works Structures (EM 1110-2-2000)|Standard Practice for Concrete for Civil Works Structures (EM 1110-2-2000) | {{Document Icon}} [[Standard Practice for Concrete for Civil Works Structures (EM 1110-2-2000) | Standard Practice for Concrete for Civil Works Structures (EM 1110-2-2000), USACE]] | ||
==Trainings== | ==Trainings== | ||
Line 31: | Line 31: | ||
{{Video Icon}} [[On-Demand Webinar: Fundamentals of Concrete Construction Inspections for Dams and Appurtenant Structures]] | {{Video Icon}} [[On-Demand Webinar: Fundamentals of Concrete Construction Inspections for Dams and Appurtenant Structures]] | ||
{{Video Icon}} [[On-Demand Webinar: Uplift and Drainage for Concrete Dams and Spillways]] | {{Video Icon}} [[On-Demand Webinar: Uplift and Drainage for Concrete Dams and Spillways]] | ||
{{Website Icon}} [[Technical Seminar: Fundamentals of Reinforced Concrete Design of Hydraulic Structures]] | |||
<!-- 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. --> |
Latest revision as of 21:10, 11 July 2023
Structural concrete spillway consisting of a labyrinth weir, chute and USBR Type III stilling basin. |
In addition to the global stability of a dam, individual components and appurtenances that are critical to safe dam operation must be structurally sound during all design loading conditions.
Related Topics
- Reinforced Concrete
- Mass Concrete
- Roller Compacted Concrete
- Structural Steel
- Water Tightness
- Anchorage
- Serviceability
- Gates/Bulkheads
- Conduits & Outlet Works
Best Practices Resources
Standard Practice for Concrete for Civil Works Structures (EM 1110-2-2000), USACE
Trainings
On-Demand Webinar: Concrete Construction - Issues and Remedies
On-Demand Webinar: Uplift and Drainage for Concrete Dams and Spillways
Technical Seminar: Fundamentals of Reinforced Concrete Design of Hydraulic Structures
Citations:
Revision ID: 7186
Revision Date: 07/11/2023