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Aaron Colorito
November 12, 2018

Self-Anchored Suspension Bridge - Andy Warhol Bridge (PA) - Detailed Modeling and Analysis




Synopsis of the Presentation


Project Information
- Located in Pittsburgh, PA over Allegheny River
- Second bridge at this site
- Replaced 1884 Gustav Lindenthal suspension bridge
- Mandated by 1889 River and Harbor Act
- First self-anchored suspension bridge in U.S.
- Constructed by American Bridge Co. and Foundation Co. of NY
- First of the “Three Sisters” constructed from 1924-1928




Key Technical Issue 1: Self-Anchored Suspension Bridge (SASB) Mechanics
- Need for end anchorages eliminated
- Reduces right-of-way required
- Girder sized for compression & flexure
- Analysis by the elastic theory as an independent check
- Deflection theory of suspension bridges also applicable, may be reduced to elastic theory
- Special considerations for live load analysis

Overview of the Traditional vs. Self-Anchored Suspension Bridges



Key Technical Issue 2: Create Finite Element Model for SASB for various purposes
A series of models are created for different purposes:
- Geometry
- Initial Force System
- Loading & Boundary Conditions
- New Dead Loads
- Moving & Static Live Loads
- Construction Staging (Deck Removal & Pouring Sequences)
- Pedestrians-Only Load Case


FEA Modeling Process
1. The initial model is created using the Suspension Bridge Wizard of midas Civil. However, the Suspension Bridge Wizard creates the normal (externally-anchored) suspension bridge model. Therefore, further modifications were made to convert the model to be self-anchored.


 2. Manual modifications are made in order to reflect the self-anchorage system. The Post-Wizard Modifications are:
- Replace end boundary conditions
- Insert floor system (floorbeams and stringers)
- Insert rigid links at girder/chain ends
- Modify Suspension Bridge Analysis Control


3. Additional Studies and FEA modeling are done for the study of the following issues:
- Moving & Static Live Loads
- Construction Staging (Deck Removal & Pouring Sequences)
- Pedestrians-Only Load Case


Key Technical Issue 3: Results & Verification (Expectations vs. Reality)

The expectations such as below:
- Elastic Theory will give larger dead load forces
- Stiffening girder end moments same sign
- Stiffening girder DL moments same order of magnitude

For the reality, the plan sheet forces, the elastic theory and MIDAS results are compared:







Speaker :  Aaron Colorito, PE, CBSI

Category : Bridge

Software : midas Civil

Date : 2016-08-03






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