The New Analytical Theory of Distortion of Thick-Walled Concrete Box Girder Bridge
p.2149
p.2149
Experimental Study of the Influence of Beam-Reduction and Rib-Addition Strengthening Method on Bridge Natural Vibration Properties
p.2158
p.2158
Exact Radial Displacement Solutions of Curved Beams with Clamped-Clamped Ends
p.2164
p.2164
Calculation for Settlement of High Cap Extra-Long Large Diameter Pile Groups
p.2171
p.2171
Supervision of Self-Anchored Suspension Bridge in Reinforced Concerte
p.2175
p.2175
Discussion on Curve Prestressed Reinforcement Simulation in FEA
p.2179
p.2179
Buffeting Time-Domain Analysis of Long-Span and Slender Suspension Bridge with a Steel Truss Stiffened Girder
p.2183
p.2183
Assessment & Analysis of Service Performance for Small-Span Suspension Bridge with Steel Truss Girders
p.2187
p.2187
Research on the Influence Factors to the Working Performance of PBL Shear Connectors
p.2192
p.2192
Supervision of Self-Anchored Suspension Bridge in Reinforced Concerte
Abstract:
The whole length of Beiguan Bridge is 470m. Its main bridge, 40+118+40m long, is a Self-Anchored Reinforced Concrete Suspension Bridge. Taking the spot supervision of Beiguan Bridge for example, this paper mainly describes the experience of supervision for self-anchored reinforced concrete suspension bridge.
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Periodical:
Applied Mechanics and Materials (Volumes 178-181)
Pages:
2175-2178
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Online since:
May 2012
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© 2012 Trans Tech Publications Ltd. All Rights Reserved
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