Research on Simply-Supported Continuous Bridge’s Internal Force Optimized by Unequal Altitude Bearings

Shang Gao; Lei Wang

doi:10.4028/www.scientific.net/AMM.178-181.2353

Paper Titles

Performance-Based Seismic Design of Long-Span Railway Arch Bridge
p.2329

Research of the Practical Calculation Method and Procedure of Long Self-Anchored Suspension Bridge
p.2333

The Influence of the Strong Aftershocks on Seismic Performance on Long-Span Arch Bridges Based on the Energy Method
p.2340

Analytical Solution to Vertical Dynamic Response of Simply Supported Beam Bridge Traversed by Successive Moving Loads
p.2345

Research on Simply-Supported Continuous Bridge’s Internal Force Optimized by Unequal Altitude Bearings
p.2353

Prediction Analysis of Pit Deformation Based on Spatial Data Mining
p.2357

Research on the Fatigue Design Load of Orthotropic Steel Box Girder for Long Span Suspension Bridge
p.2365

Structural Characteristics of FRP-Concrete Bridge Deck System
p.2369

Three Dimensional Numerical Analyses of Bridge Piled-Raft Foundation under Riverbed Erosion
p.2373

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 178-181Research on Simply-Supported Continuous Bridge’s...

Research on Simply-Supported Continuous Bridge’s Internal Force Optimized by Unequal Altitude Bearings

Abstract:

There is a big difference between force of the fulcrum positions when simply-supported continuous bridge(SSCB) is under load.This paper introduces a method of making SSCB’s fulcrum internal force under load more uniform through applying forced displacement produced by using enequal altitude bearings.Using the force method in structural mechanics infers the forced displacement formula, which provide a theoretical basis for improving SSCB’s structure stress.