Exploitation of local wind measurement data in long-span bridge design

2021 ◽  
pp. 352-352
Author(s):  
A. Fenerci ◽  
T.M. Lystad ◽  
D.R.F. Castellon ◽  
O. Øiseth
Keyword(s):  
Measurement Data ◽  
Local Wind ◽  
Bridge Design ◽  
Wind Measurement ◽  
Long Span ◽  
Long Span Bridge

A Simplified Concrete Creep and Shrinkage CEB-FIP90 Model in Long-Span Bridge Design

2014 ◽  
Vol 638-640 ◽  
pp. 1059-1062
Author(s):  
Qing Xiang Zeng ◽  
Da Jian Han
Keyword(s):  
Influence Factor ◽  
Shrinkage Strain ◽  
Bridge Design ◽  
Concrete Shrinkage ◽  
Creep Coefficient ◽  
Long Span ◽  
Long Span Bridge ◽  
Shrinkage And Creep ◽  
The Pearl River ◽  
Creep And Shrinkage

The concrete shrinkage strain and creep coefficient calculation method in CEB - FIP MC90 model is briefly introduced. For application convenience in bridge design, a simplified formula for calculation of the concrete shrinkage strain and creep coefficient is derived. Considering the varying range of every influence factor, a correlation analysis for the factor is carried out. And the weights of those factors related to concrete shrinkage and creep coefficient are discussed. Considering the climate characteristics and the bridge structure features in the Pearl River Delta area, the variation ranges of concrete nominal shrinkage strain and nominal creep coefficient are calculated respectively.

Wind tunnel: a fundamental tool for long-span bridge design

2014 ◽  
Vol 11 (4) ◽  
pp. 533-555 ◽  
Author(s):  
Giorgio Diana ◽  
Daniele Rocchi ◽  
Marco Belloli
Keyword(s):  
Wind Tunnel ◽  
Bridge Design ◽  
Long Span ◽  
Long Span Bridge

Handling and Shipping of Long Span Bridge Beams

PCI Journal ◽  
1987 ◽  
Vol 32 (6) ◽  
pp. 86-101 ◽  
Author(s):  
George Laszlo ◽  
Richard R. Imper
Keyword(s):  
Long Span ◽  
Long Span Bridge ◽  
Bridge Beams
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