logging in or signing up cablestaypresentation worm Download Post to : URL : Related Presentations : Share Add to Flag Embed Email Send to Blogs and Networks Add to Channel Uploaded from authorPOINTLite Insert YouTube videos in PowerPont slides with aS Desktop Copy embed code: (To copy code, click on the text box) Embed: URL: Thumbnail: WordPress Embed Customize Embed The presentation is successfully added In Your Favorites. Views: 921 Category: Entertainment License: All Rights Reserved Like it (0) Dislike it (0) Added: January 01, 2008 This Presentation is Public Favorites: 1 Presentation Description No description available. Comments Posting comment... Premium member Presentation Transcript Erection of Cable-Stayed Bridges Having Composite Decks with Precast Concrete Slabs : Erection of Cable-Stayed Bridges Having Composite Decks with Precast Concrete Slabs Presented by: Adam Berg & David Jacobson CEE 949 03-26-03Erection of Cable-Stayed Bridges: Erection of Cable-Stayed Bridges Overview of cable-stayed bridges Types of cable-stayed bridge decks Erection methods and analysis Conclusion Cable-Stayed Bridges: Cable-Stayed Bridges The known use of cable “stays” dates back to ancient Egyptian times Cable-Stayed Bridges: Cable-Stayed Bridges Modern use of cable-stayed bridges evolved in 1950’s (Germany) Advantages of Cable-Stayed Bridges: Advantages of Cable-Stayed Bridges Economical choice for spans between 200 and 1000 meters Self-anchoring during construction React to live loads with only small deformations Easily constructed by cantilever method Concrete Bridge Decks: Concrete Bridge Decks Used for spans up to 350 m Axial forces induced into the deck by cable stays serve as a cost-free prestress Composite Bridge Decks: Composite Bridge Decks Advantageous for spans from about 350 m to 700 m Axial forces induced into the deck by cable stays serve as a cost-free prestress Steel Girder w/ Orthotropic Decks: Steel Girder w/ Orthotropic Decks Advantageous for spans greater than 700 m Erection of Cable-Stayed Bridges: Erection of Cable-Stayed Bridges Cantilever style construction Goal is to prevent locked in curvature and bending moments in bridge deck Pure Concrete Deck Cable Tensioning: Pure Concrete Deck Cable Tensioning Proper one-step tensioning will yield this dead load configuration Dead Load Configuration: Full deck loads, w, and deck moments, MPure Concrete Deck Cable Tensioning: Pure Concrete Deck Cable Tensioning 3 2 4 1Pure Concrete Deck Cable Tensioning: Pure Concrete Deck Cable TensioningErection of Cable-Stayed Bridges..: Erection of Cable-Stayed Bridges.. Methods of erecting cable-stayed bridges having concrete or orthotropic decks are fairly well established. However, erection methods/analysis of composite decks with precast concrete slabs are not well published. Composite Deck Cable Tensioning: Composite Deck Cable Tensioning One-step tensioning processes lock in initial deck curvature and momentsConstruction Stages for Two-Step Composite Deck Cable Tensioning: Construction Stages for Two-Step Composite Deck Cable Tensioning Steel stage Erection of pre-fabricated steel grid Construction Stages for Two-Step Composite Deck Cable Tensioning: Construction Stages for Two-Step Composite Deck Cable Tensioning Panel stage Placement of precast concrete slabs on steel grid Cables are tensioned as the first step of tensioning Construction Stages for Two-Step Composite Deck Cable Tensioning: Construction Stages for Two-Step Composite Deck Cable Tensioning Freeze stage Survey is conducted to check precision of grid geometry and cable forces Joints between precast concrete slabs are cast; resulting deck acts continuously and compositely Construction Stages for Two-Step Composite Deck Cable Tensioning: Construction Stages for Two-Step Composite Deck Cable Tensioning Final stage After sufficient deck strength is realized, cables are stressed to their final lengths (second step of tensioning) Two-Step Composite Deck Cable Tensioning: Two-Step Composite Deck Cable Tensioning Deck shape with zero overall curvatureTwo-Step Composite Deck Cable Tensioning: Two-Step Composite Deck Cable TensioningTwo-Step Composite Deck Cable Tensioning: Two-Step Composite Deck Cable TensioningFurther Considerations: Further ConsiderationsFurther Considerations: Further ConsiderationsFurther Considerations: Further ConsiderationsIn Conclusion…: In Conclusion… You do not have the permission to view this presentation. In order to view it, please contact the author of the presentation.
cablestaypresentation worm Download Post to : URL : Related Presentations : Share Add to Flag Embed Email Send to Blogs and Networks Add to Channel Uploaded from authorPOINTLite Insert YouTube videos in PowerPont slides with aS Desktop Copy embed code: (To copy code, click on the text box) Embed: URL: Thumbnail: WordPress Embed Customize Embed The presentation is successfully added In Your Favorites. Views: 921 Category: Entertainment License: All Rights Reserved Like it (0) Dislike it (0) Added: January 01, 2008 This Presentation is Public Favorites: 1 Presentation Description No description available. Comments Posting comment... Premium member Presentation Transcript Erection of Cable-Stayed Bridges Having Composite Decks with Precast Concrete Slabs : Erection of Cable-Stayed Bridges Having Composite Decks with Precast Concrete Slabs Presented by: Adam Berg & David Jacobson CEE 949 03-26-03Erection of Cable-Stayed Bridges: Erection of Cable-Stayed Bridges Overview of cable-stayed bridges Types of cable-stayed bridge decks Erection methods and analysis Conclusion Cable-Stayed Bridges: Cable-Stayed Bridges The known use of cable “stays” dates back to ancient Egyptian times Cable-Stayed Bridges: Cable-Stayed Bridges Modern use of cable-stayed bridges evolved in 1950’s (Germany) Advantages of Cable-Stayed Bridges: Advantages of Cable-Stayed Bridges Economical choice for spans between 200 and 1000 meters Self-anchoring during construction React to live loads with only small deformations Easily constructed by cantilever method Concrete Bridge Decks: Concrete Bridge Decks Used for spans up to 350 m Axial forces induced into the deck by cable stays serve as a cost-free prestress Composite Bridge Decks: Composite Bridge Decks Advantageous for spans from about 350 m to 700 m Axial forces induced into the deck by cable stays serve as a cost-free prestress Steel Girder w/ Orthotropic Decks: Steel Girder w/ Orthotropic Decks Advantageous for spans greater than 700 m Erection of Cable-Stayed Bridges: Erection of Cable-Stayed Bridges Cantilever style construction Goal is to prevent locked in curvature and bending moments in bridge deck Pure Concrete Deck Cable Tensioning: Pure Concrete Deck Cable Tensioning Proper one-step tensioning will yield this dead load configuration Dead Load Configuration: Full deck loads, w, and deck moments, MPure Concrete Deck Cable Tensioning: Pure Concrete Deck Cable Tensioning 3 2 4 1Pure Concrete Deck Cable Tensioning: Pure Concrete Deck Cable TensioningErection of Cable-Stayed Bridges..: Erection of Cable-Stayed Bridges.. Methods of erecting cable-stayed bridges having concrete or orthotropic decks are fairly well established. However, erection methods/analysis of composite decks with precast concrete slabs are not well published. Composite Deck Cable Tensioning: Composite Deck Cable Tensioning One-step tensioning processes lock in initial deck curvature and momentsConstruction Stages for Two-Step Composite Deck Cable Tensioning: Construction Stages for Two-Step Composite Deck Cable Tensioning Steel stage Erection of pre-fabricated steel grid Construction Stages for Two-Step Composite Deck Cable Tensioning: Construction Stages for Two-Step Composite Deck Cable Tensioning Panel stage Placement of precast concrete slabs on steel grid Cables are tensioned as the first step of tensioning Construction Stages for Two-Step Composite Deck Cable Tensioning: Construction Stages for Two-Step Composite Deck Cable Tensioning Freeze stage Survey is conducted to check precision of grid geometry and cable forces Joints between precast concrete slabs are cast; resulting deck acts continuously and compositely Construction Stages for Two-Step Composite Deck Cable Tensioning: Construction Stages for Two-Step Composite Deck Cable Tensioning Final stage After sufficient deck strength is realized, cables are stressed to their final lengths (second step of tensioning) Two-Step Composite Deck Cable Tensioning: Two-Step Composite Deck Cable Tensioning Deck shape with zero overall curvatureTwo-Step Composite Deck Cable Tensioning: Two-Step Composite Deck Cable TensioningTwo-Step Composite Deck Cable Tensioning: Two-Step Composite Deck Cable TensioningFurther Considerations: Further ConsiderationsFurther Considerations: Further ConsiderationsFurther Considerations: Further ConsiderationsIn Conclusion…: In Conclusion…