Modeling and analysis methods of bridges and their effects on seismic responses: I - Theory

Yohchia Chen

doi:10.1016/0045-7949(96)00225-8

Modeling and analysis methods of bridges and their effects on seismic responses: I - Theory

Yohchia Chen

School of Science, Engineering & Technology (Harrisburg)

Research output: Contribution to journal › Article › peer-review

8 Scopus citations

Abstract

Various methods for modeling and analyzing bridges subjected to earthquakes are first discussed in Part I, followed by parametric studies and the evaluation of their effects on seismic responses discussed in Part II. Also included in Part I are the detailed descriptions on the determination of the equivalent soil spring constants as required by the simplified model, and the proposed formulas for calculating such constants for both spread (shallow) footings and pile-supported (deep) foundations.

Original language	English (US)
Pages (from-to)	81-98
Number of pages	18
Journal	Computers and Structures
Volume	59
Issue number	1
DOIs	https://doi.org/10.1016/0045-7949(96)00225-8
State	Published - Apr 3 1996

All Science Journal Classification (ASJC) codes

Civil and Structural Engineering
Modeling and Simulation
Materials Science(all)
Mechanical Engineering
Computer Science Applications

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10.1016/0045-7949(96)00225-8

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title = "Modeling and analysis methods of bridges and their effects on seismic responses: I - Theory",

abstract = "Various methods for modeling and analyzing bridges subjected to earthquakes are first discussed in Part I, followed by parametric studies and the evaluation of their effects on seismic responses discussed in Part II. Also included in Part I are the detailed descriptions on the determination of the equivalent soil spring constants as required by the simplified model, and the proposed formulas for calculating such constants for both spread (shallow) footings and pile-supported (deep) foundations.",

author = "Yohchia Chen",

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AB - Various methods for modeling and analyzing bridges subjected to earthquakes are first discussed in Part I, followed by parametric studies and the evaluation of their effects on seismic responses discussed in Part II. Also included in Part I are the detailed descriptions on the determination of the equivalent soil spring constants as required by the simplified model, and the proposed formulas for calculating such constants for both spread (shallow) footings and pile-supported (deep) foundations.

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JO - Computers and Structures

JF - Computers and Structures

IS - 1

ER -

Modeling and analysis methods of bridges and their effects on seismic responses: I - Theory

Abstract

All Science Journal Classification (ASJC) codes

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