Seismic Vulnerability Analysis of Long-Span Prestressed Concrete Composite Box Girder Bridge with Corrugated Steel Webs under Construction

• Published in: Buildings (Basel) 2023-07, Vol.13 (7), p.1598
• Main Authors: Wang, Rubao, Hu, Zhangliang, Hao, Zhiming, Chen, Liang, Shi, Guigang, Hou, Ruini, Zuo, Rui
• Format: Article
• Language: English
• Subjects: Aftershocks; Analysis; Box girder bridges; Bridges; Cantilever members; Cantilevers; cast-in-place cantilever method; Composite materials; Concrete; Construction; construction state; Continuous bridges; corrugated steel webs; Earthquake damage; Earthquake intensity; Earthquakes; Finite element method; Highway construction; Mathematical models; Performance indices; Piers; Prestressed concrete; prestressed concrete composite box girder bridge; Probability; Reinforcing steels; Seismic activity; Seismic engineering; Seismic hazard; Seismic response; Seismic surveys; seismic vulnerability analysis; Seismic waves; Simulation; Statistical analysis; Steel construction; Steel structures; Strain hardening; Webs; Webs (structural)
• ISSN: 2075-5309; 2075-5309
• DOI: 10.3390/buildings13071598

In order to address the difficulty in determining the seismic damage probability of continuous girder bridges under construction, the seismic vulnerability analysis method of the construction state is proposed in this study. Firstly, taking a long-span prestressed concrete composite box girder bridge with corrugated steel webs (OSW) as an example, the finite element models (FEMs) of dynamic calculation in different phases of cantilever construction are simulated by OpenSEES. Secondly, by selecting reasonable seismic waves and seismic intensity measures, the non-linear time-history analysis is carried out, followed by the demand parameters and damage indexes suitable for the construction state proposed. Finally, the probabilistic seismic demand model (PSDA) of the continuous box girder bridge during the construction stage is constructed by using the “cloud method”, and the seismic vulnerability curves of the piers and temporary bearings are established to evaluate the seismic performance during the construction stage. The results indicate that the damage probability of piers and temporary bearings increases with the progress of construction. The initial formation of the cantilever structure and the sudden change in the size of the construction segmental girder correspond to a high probability of damage, and seismic protection measures should be strengthened during this construction state. Moreover, significantly higher damage probability of the components under construction compared to the completed bridge after it is built.