Seismic effects on large reinforced concrete lifelines-II. Implementation

Y. Chen; T. Krauthammer

doi:10.1016/0045-7949(92)90199-A

Seismic effects on large reinforced concrete lifelines-II. Implementation

Y. Chen, T. Krauthammer

School of Science, Engineering & Technology (Harrisburg)

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

3 Scopus citations

Abstract

Reinforced concrete lifeline systems subjected to seismic effects are analyzed by a combined finite difference-finite element method. System parameters including embeddment depth ratio, structural shape, soil cohesion, analysis type and frequency factor of a seismic excitation are considered in the study, and their effects on structural responses are evaluated. Based on the obtained results and methodology described in part I of this paper, transfer functions and design spectra are derived for the seismic design of lifeline systems.

Original language	English (US)
Pages (from-to)	137-144
Number of pages	8
Journal	Computers and Structures
Volume	42
Issue number	2
DOIs	https://doi.org/10.1016/0045-7949(92)90199-A
State	Published - Jan 17 1992

All Science Journal Classification (ASJC) codes

Civil and Structural Engineering
Modeling and Simulation
General Materials Science
Mechanical Engineering
Computer Science Applications

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10.1016/0045-7949(92)90199-A

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title = "Seismic effects on large reinforced concrete lifelines-II. Implementation",

abstract = "Reinforced concrete lifeline systems subjected to seismic effects are analyzed by a combined finite difference-finite element method. System parameters including embeddment depth ratio, structural shape, soil cohesion, analysis type and frequency factor of a seismic excitation are considered in the study, and their effects on structural responses are evaluated. Based on the obtained results and methodology described in part I of this paper, transfer functions and design spectra are derived for the seismic design of lifeline systems.",

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AB - Reinforced concrete lifeline systems subjected to seismic effects are analyzed by a combined finite difference-finite element method. System parameters including embeddment depth ratio, structural shape, soil cohesion, analysis type and frequency factor of a seismic excitation are considered in the study, and their effects on structural responses are evaluated. Based on the obtained results and methodology described in part I of this paper, transfer functions and design spectra are derived for the seismic design of lifeline systems.

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Seismic effects on large reinforced concrete lifelines-II. Implementation

Abstract

All Science Journal Classification (ASJC) codes

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