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ASCE 4-98

Seismic Analysis of Safety-Related Nuclear Structures and Commentary

Organization:
ASCE - American Society of Civil Engineers
Year: 2000

Abstract: Types of Structures Covered by This Standard:
This standard is intended for use in the seismic analysis of all safety-related structures of nuclear facilities including, but not limited to, above and below ground structures, buried piping, above ground vertical tanks and structures with seismic isolation systems. Analysis of caisson and pile-supported foundations, unlined tunnels, and floating structures are not covered by this standard, However, nothing in this standard should be considered to preclude the use of these structures and structural elements.
Foundation Material Stability:
The analysis procedures provided herein assume that the structures analyzed are adequately supported by their foundation materials and that no soil or rock failure occurs that would modify or void the seismic analysis.
URI: https://lib.yabesh.ir/std/handle/yse/88636
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    ASCE 4-98

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contributor authorASCE - American Society of Civil Engineers
date accessioned2017-09-04T16:25:23Z
date available2017-09-04T16:25:23Z
date copyright01/01/2000
date issued2000
identifier otherTXPPOAAAAAAAAAAA.pdf
identifier urihttps://lib.yabesh.ir/std/handle/yse/88636
description abstractTypes of Structures Covered by This Standard:
This standard is intended for use in the seismic analysis of all safety-related structures of nuclear facilities including, but not limited to, above and below ground structures, buried piping, above ground vertical tanks and structures with seismic isolation systems. Analysis of caisson and pile-supported foundations, unlined tunnels, and floating structures are not covered by this standard, However, nothing in this standard should be considered to preclude the use of these structures and structural elements.
Foundation Material Stability:
The analysis procedures provided herein assume that the structures analyzed are adequately supported by their foundation materials and that no soil or rock failure occurs that would modify or void the seismic analysis.
languageEnglish
titleASCE 4-98num
titleSeismic Analysis of Safety-Related Nuclear Structures and Commentaryen
typestandard
page134
statusActive
treeASCE - American Society of Civil Engineers:;2000
contenttypefulltext
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