APPLICATION OF CABLE-TYPE COLLAPSE PREVENTION DEVICE TO OVERALL FAILURE OF UPPER-DECK TYPE TRUSS BRIDGES

2021 ◽  
Vol 77 (1) ◽  
pp. 73-92
Author(s):  
Yoshiaki GOTO ◽  
Yoshinori MIZUNO ◽  
Qingyun WANG ◽  
Moriaki SUZUKI
Keyword(s):  
Collapse Prevention ◽  
Truss Bridges ◽  
Upper Deck

Variability of the Mechanical Properties of Wrought Iron from Historic American Truss Bridges

2011 ◽  
Vol 23 (5) ◽  
pp. 638-647 ◽  
Author(s):  
Sean L. Kelton ◽  
Sanjay R. Arwade ◽  
Alan J. Lutenegger
Keyword(s):  
Mechanical Properties ◽  
Wrought Iron ◽  
Truss Bridges

Strengthening and widening of steel pony truss bridges

1977 ◽  
Vol 4 (2) ◽  
pp. 214-225
Author(s):  
Baidar Bakht ◽  
Paul F. Csagoly
Keyword(s):  
Traffic Safety ◽  
Carrying Capacity ◽  
Point Of View ◽  
Load Carrying Capacity ◽  
Truss Bridges ◽  
Load Carrying ◽  
Live Loads ◽  
Pros And Cons ◽  
Pony Truss Bridge ◽  
Truss Bridge

There are many thousands of existing pony truss bridges in North America which were constructed in the earlier part of this century and are still serving as important traffic carriers. The present economic situation demands that these bridges should usefully serve their purpose for as long as is safely possible.These bridges could be found inadequate for either or both of the following reasons. With the exception of remote areas, operational traffic safety would require two 12-ft lanes plus adequate shoulders. Many of these old bridges are therefore unsatisfactory from the geometrical point of view. Some bridges were designed for live loads that are only a fraction of present commercial vehicle weights.A computer-oriented method of rigorous analysis of lateral buckling behaviour of pony truss bridges is briefly discussed. The method is implemented through a computer program which has been validated by experimental data. It is expected that the program would predict realistic values of load-carrying capacity of such bridges and would help to avoid many an unnecessary replacement.Various methods of strengthening and widening pony truss bridges, and their pros and cons, are discussed. It is shown that the strengthening of a few components of a pony truss bridge does not always lead to an increase in the load-carrying capacity of the bridge.

Research on Vibration Isolation Parameters of Double-Deck Isolation System of Heat Water Pump

2013 ◽  
Vol 694-697 ◽  
pp. 316-320
Author(s):  
Xiang Jun Kong ◽  
Er Ming Song ◽  
Chang Zheng Chen
Keyword(s):  
Power Flow ◽  
Vibration Isolation ◽  
Low Frequency ◽  
Mass Effect ◽  
Transmitted Power ◽  
Intermediate Mass ◽  
Isolation System ◽  
Vibration Isolation System ◽  
Upper Deck ◽  
Vibration Power Flow

Isolation system of the heat water pumps can be simplified as a double sources exciting and double output double-deck vibration isolation system model, expressions of transmitted power flow and vibration speed to the basement are deduced based on the double sources exciting and double output double-deck vibration isolation system electric-force(E-F) analog picture, the curves of power flow and vibration speed transmitted to basement how the upper deck vibration isolation and intermediate mass effect are drawn by using mat lab program. The results show that the adjusting the upper deck vibration isolation stiffness parameters has little effect on the amplitude of vibration power flow, increasing intermediate mass can move first peak to the low frequency, increasing intermediate mass can obviously reduce t transmitted power flow and transmitted vibration speed amplitude to the basement.

Design of Prestressing Tendons for Strengthening Steel Truss Bridges

2008 ◽  
Vol 13 (5) ◽  
pp. 449-454 ◽  
Author(s):  
Pedro Albrecht ◽  
Akhrawat Lenwari
Keyword(s):  
Truss Bridges ◽  
Steel Truss ◽  
Steel Truss Bridges
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