The boom tension of the tied arch bridge has a great influence on the state of the bridge, which is the key monitoring project in the construction stage. In this paper, a concrete-filled steel tube arch bridge with a span 60m is taken as an example. Based on the theoretical analysis of boom tension of tied arch bridge and the test of construction process, the following results are drawn: in the construction stage, the suspender tension is reasonably controlled to achieve the expected goal of the construction period. The cable force in the finished stage basically coincides with the design expectation. When the bridge is completed, the error precision control of boom tension is better, which ensures the safety of the bridge in the operation ...
The usual moderate dimensions of footbridges allow design architects (and sometimes engineers) to pr...
It is meaningful and significant to develop a new type of arch-based bridge in order to improve the ...
Purpose. Investigation and analysis of the hanger arrangement and the structural stability of a Netw...
The boom tension of the tied arch bridge has a great influence on the state of the bridge, which is ...
The construction process of the CFST arch bridge is complicated. The construction process not only a...
One of the most important causes of the rapid progress of cable-stayed bridges in recent decades is ...
Concrete-filled steel tube arch bridge is filled with concrete inside the steel tube. The radial con...
Steel tied arch bridge has been widely used in modern bridge construction due to its beautiful shape...
In order to study the suspender layout parameters and design parameters of the tied arch bridge with...
The construction of bridges with suspenders, such as cable-stayed or tied-arch bridges, needs deep s...
In this paper, a bottom-bearing arch bridge is taken as an example to carry out the bridge construct...
Cable tension is one of the important indexes of cable integrity as well as bridge stability and can...
In response to the frequent collapse of main girders caused by the breakage of suspenders on half-th...
When a cable-stayed bridge is under construction, the cable tension that changes according to the co...
Abstract It is difficult to calculate the buckle cable force for the cantilever casting concrete arc...
The usual moderate dimensions of footbridges allow design architects (and sometimes engineers) to pr...
It is meaningful and significant to develop a new type of arch-based bridge in order to improve the ...
Purpose. Investigation and analysis of the hanger arrangement and the structural stability of a Netw...
The boom tension of the tied arch bridge has a great influence on the state of the bridge, which is ...
The construction process of the CFST arch bridge is complicated. The construction process not only a...
One of the most important causes of the rapid progress of cable-stayed bridges in recent decades is ...
Concrete-filled steel tube arch bridge is filled with concrete inside the steel tube. The radial con...
Steel tied arch bridge has been widely used in modern bridge construction due to its beautiful shape...
In order to study the suspender layout parameters and design parameters of the tied arch bridge with...
The construction of bridges with suspenders, such as cable-stayed or tied-arch bridges, needs deep s...
In this paper, a bottom-bearing arch bridge is taken as an example to carry out the bridge construct...
Cable tension is one of the important indexes of cable integrity as well as bridge stability and can...
In response to the frequent collapse of main girders caused by the breakage of suspenders on half-th...
When a cable-stayed bridge is under construction, the cable tension that changes according to the co...
Abstract It is difficult to calculate the buckle cable force for the cantilever casting concrete arc...
The usual moderate dimensions of footbridges allow design architects (and sometimes engineers) to pr...
It is meaningful and significant to develop a new type of arch-based bridge in order to improve the ...
Purpose. Investigation and analysis of the hanger arrangement and the structural stability of a Netw...