A method for modifying the aseismic importance coefficient of a bridge
An important and bridge technology, applied in the field of bridge seismic importance coefficient correction, can solve the problems of not considering the uniqueness of the post-disaster lifeline project, the economic angle is not completely reasonable, etc., to achieve the effect of ensuring reliability and improving economy
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[0039] The planning scheme of the newly built bridge is as follows: 60m+100m+60m expressway three-span continuous girder bridge, the highest pier height of the bridge is 22m, it is an important passage connecting town A and town B, a total of 6 bridges are designed for this road, and town A is planned There are 2 first-class roads and 3 second-class roads on the road with B town.
[0040] The bridge is a bridge on the expressway with a single-span span of no more than 150m, and belongs to Class B bridge. Under the action of E2 earthquake, its seismic importance coefficient Ci is taken as 1.3.
[0041] Determine the earthquake vulnerability evaluation index R1. The bridge belongs to a three-span continuous beam system with a maximum span of 100m. According to Table 1, the value of the girder bridge is found to be 0.97 when the span is 100m.
[0042] Determine the earthquake risk evaluation index R2. In this example, the highest pier height of the bridge is 22m, according to T...
example 2
[0047] The newly constructed bridge is a special-shaped arch-girder composite bridge. The design span adopts a three-span arrangement of 55m+85m+55m. The plane projection of the arch rib and the centerline of the main beam present an included angle of 25°.
[0048]The bridge is an unconventional architecture, and the seismic vulnerability of the structure is calculated first. Using the finite element software to analyze the fragility of the structure, it is obtained that the fragility curve of the most unfavorable stressed components of the bridge under earthquake action is similar to the fragility curve of the most unfavorable stressed components of the 130m-span conventional arch bridge. Therefore, it can be considered that the seismic vulnerability of the bridge is the same as that of the 130m-span arch bridge.
[0049] Seismic Vulnerability Evaluation Index of 130m Span Arch Bridge Correspondingly, the seismic vulnerability evaluation index R1 of the 55m+85m+55m three-sp...
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