Abstract
The paper discusses the effects of soil-structure interaction on buried straight pipes subjected to a severe earthquake. A refined method is introduced to evaluate the interaction effects in addition to the simplified design method. Both soil layering effect and ground water table effect are also discussed. A number of typical pipe examples are investigated. The limitations and applicabilities of the simplified method are clearly pointed out. Feasible modification for the simple formulas is suggested.
| Original language | English (US) |
|---|---|
| Pages (from-to) | 93-102 |
| Number of pages | 10 |
| Journal | American Society of Mechanical Engineers, Pressure Vessels and Piping Division (Publication) PVP |
| Volume | 275-1 |
| State | Published - 1994 |
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All Science Journal Classification (ASJC) codes
- Industrial and Manufacturing Engineering
- Mechanical Engineering
Cite this
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Effects of seismically induced soil-structure interaction on buried pipes : Simplified analysis versus refined analysis. / Chen, Yohchia F.
In: American Society of Mechanical Engineers, Pressure Vessels and Piping Division (Publication) PVP, Vol. 275-1, 1994, p. 93-102.Research output: Contribution to journal › Article
TY - JOUR
T1 - Effects of seismically induced soil-structure interaction on buried pipes
T2 - Simplified analysis versus refined analysis
AU - Chen, Yohchia F.
PY - 1994
Y1 - 1994
N2 - The paper discusses the effects of soil-structure interaction on buried straight pipes subjected to a severe earthquake. A refined method is introduced to evaluate the interaction effects in addition to the simplified design method. Both soil layering effect and ground water table effect are also discussed. A number of typical pipe examples are investigated. The limitations and applicabilities of the simplified method are clearly pointed out. Feasible modification for the simple formulas is suggested.
AB - The paper discusses the effects of soil-structure interaction on buried straight pipes subjected to a severe earthquake. A refined method is introduced to evaluate the interaction effects in addition to the simplified design method. Both soil layering effect and ground water table effect are also discussed. A number of typical pipe examples are investigated. The limitations and applicabilities of the simplified method are clearly pointed out. Feasible modification for the simple formulas is suggested.
UR - http://www.scopus.com/inward/record.url?scp=0028575212&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=0028575212&partnerID=8YFLogxK
M3 - Article
VL - 275-1
SP - 93
EP - 102
JO - American Society of Mechanical Engineers, Pressure Vessels and Piping Division (Publication) PVP
JF - American Society of Mechanical Engineers, Pressure Vessels and Piping Division (Publication) PVP
SN - 0277-027X
ER -