Stability Analysis and Finished Bridge Test of Leaning-type Steel-box Arch Bridge
The leaning-type arch box bridge is a spatial stress system composed of leaning arch,cross-brace and tie beam.Taking a leaning-type steel-box arch bridge with the main span of 145 m as the engineering background,its stability bearing capacity is studied and analyzed.The finite element analysis and the static and dynamic tests of the finished bridge show that this kind of bridge has the enough stability bearing capacity and good mechanical behavior.
NETL
NSTL
万方数据
维普
