Skip to Main Content
Skip Nav Destination
ASME Press Select Proceedings

Proceedings of the International Conference on Technology Management and Innovation

Hao Xie
Hao Xie
Search for other works by this author on:
No. of Pages:
ASME Press
Publication date:

In civil engineering, the computer has been widely applied and developed as the advantages of speed and high accuracy, in the last 20 years. This paper describes nonlinear time-history response analysis of bridge structure under strength ground motion. Special seismic analysis program-TDAPIII (Time domain 3-dimensional dynamic Analysis Program) is used in this analysis. Firstly, the direct integration method for solving dynamic problems and the calculation method of fiber element are introduced in this program. Secondly, a five-span continuous viaduct bridge including the foundation, rubber bearing, and superstructure and RC piers is modeled and the dynamic response analysis of model is...

I. Introduction
II. Numerical solution of dynamic equation
III. the theoretical equation and calculation method of Fiber element
IV. the dynamic analysis of bridge structure
V. Conclusion
This content is only available via PDF.
You do not currently have access to this chapter.
Close Modal

or Create an Account

Close Modal
Close Modal