CAMBER CONTROL IN SIMPLY SUPPORTED PRESTRESSED CONCRETE BRIDGE GIRDERS
When designing a bridge, serviceability usually controls and is a more important factor than the ultimate capacity of the bridge or the allowable stresses. Therefore, the behavior of the bridge girder deflection and camber must be predicted as accurately as possible. Therefore, excessive camber has...
Main Author: | Mahmood, Osamah Ibrahim |
---|---|
Format: | Others |
Published: |
UKnowledge
2013
|
Subjects: | |
Online Access: | http://uknowledge.uky.edu/ce_etds/7 http://uknowledge.uky.edu/cgi/viewcontent.cgi?article=1009&context=ce_etds |
Similar Items
-
Using Maturity to Predict Girder Camber
by: Bert, Stephen M.
Published: (2014) -
Adaptive procedure for camber control of forward cantilever structures
by: M. F. L. O. Santos, et al. -
The effects of rear-wheel camber on the kinematics of upper extremity during wheelchair propulsion
by: Tsai Chung-Ying, et al.
Published: (2012-11-01) -
Simulation of the Effect of Deck Cracking on the Behavior of the Prestressing Force in a Single Span Prestressed Concrete Girder
by: Vadlamani, Soumya
Published: (2017) -
The Short and Long-Term Effects of Temperature and Strain on a Concrete Bulb-Tree Girder Bridge
by: Pickett, Ethan
Published: (2017)