Numerical Analysis of Slot Stability during the Supper-Deep Diaphragm Wall Construction
p.1043
p.1043
Finite Element Analysis of Influencing Factors of the Spherical Bearing Horizontal Offset in an Interchange Curved Bridge in Beijing
p.1048
p.1048
A Nonlinear Viscoelastic Rheological Model of Soft Soil Based on Fractional Order Derivative
p.1056
p.1056
Study on Probability Distribution Models of the Subgrade Continuous Compaction Indicator
p.1060
p.1060
Comparison of Seismic Design Schemes for Suspension Bridge in Mountain Region with Strong Earthquake
p.1065
p.1065
Settlement Analysis for Embedded Foundation Resting on Non-Homogeneous Subgrade
p.1069
p.1069
Construction and Sustainable Development of Pipe Networks of Underground Drainage System
p.1076
p.1076
Evaluation of Grouting Effect Detection in Goaf
p.1080
p.1080
Research on the Roller Intelligent Detection System Based on LabVIEW
p.1084
p.1084
Comparison of Seismic Design Schemes for Suspension Bridge in Mountain Region with Strong Earthquake
Abstract:
The Longjiang Bridge is a kilometer level suspension bridge supported by reinforced concrete towers. The towers will be founded on pile group foundation, and the project area is in a mountain region of high earthquake probability. Two seismic schemes were designed for the bridge, and two computational bridge models in full size were established, extensive studies were performed to capture the seismic response of different schemes for the earthquakes. The results show that towers composed of two curved quadrilateral hollow concrete columns are adopted for the bridge.
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Info:
Periodical:
Applied Mechanics and Materials (Volumes 438-439)
Pages:
1065-1068
Citation:
Online since:
October 2013
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