PIPE STRESSES DURING EARTHQUAKES BASED ON A TWO-DIMENSIONAL SEISMOMETER ARRAY OBSERVATION.

Hajime Tsuchida; Ken ichiro Minami; Osamu Kiyomiya; Setsuo Noda

PIPE STRESSES DURING EARTHQUAKES BASED ON A TWO-DIMENSIONAL SEISMOMETER ARRAY OBSERVATION.

Hajime Tsuchida^*, Ken ichiro Minami, Osamu Kiyomiya, Setsuo Noda

^*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Abstract

Pipe stresses developed during earthquakes are influenced by the relative displacement of an ambient ground. The strains caused by the relative displacement of the ground are closely related to the magnitude of the earthquakes, the epicentral distances, the subsoil conditions, and the properties of the wave propagation in surface layers. Analyses of records obtained by a two-dimensional seismometer array observation at the Tokyo International Airport were carried out to evaluate the behavior of the pipelines during earthquakes. Pipe stresses are calculated from the ground deformation by the observation. The stresses calculated by the deformation method, which has been used for earthquake resistant design in Japan, and by the dynamic response analysis are compared with those from the observation.

Original language	English
Title of host publication	National Bureau of Standards, Special Publication
Editors	Riley M. Chung, H.S. Lew, William D. Kovacs
Publisher	NBS
Pages	242-258
Number of pages	17
Publication status	Published - 1983
Externally published	Yes

ASJC Scopus subject areas

Engineering(all)

Cite this

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title = "PIPE STRESSES DURING EARTHQUAKES BASED ON A TWO-DIMENSIONAL SEISMOMETER ARRAY OBSERVATION.",

abstract = "Pipe stresses developed during earthquakes are influenced by the relative displacement of an ambient ground. The strains caused by the relative displacement of the ground are closely related to the magnitude of the earthquakes, the epicentral distances, the subsoil conditions, and the properties of the wave propagation in surface layers. Analyses of records obtained by a two-dimensional seismometer array observation at the Tokyo International Airport were carried out to evaluate the behavior of the pipelines during earthquakes. Pipe stresses are calculated from the ground deformation by the observation. The stresses calculated by the deformation method, which has been used for earthquake resistant design in Japan, and by the dynamic response analysis are compared with those from the observation.",

author = "Hajime Tsuchida and Minami, {Ken ichiro} and Osamu Kiyomiya and Setsuo Noda",

year = "1983",

language = "English",

pages = "242--258",

editor = "Chung, {Riley M.} and H.S. Lew and Kovacs, {William D.}",

booktitle = "National Bureau of Standards, Special Publication",

publisher = "NBS",

}

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T1 - PIPE STRESSES DURING EARTHQUAKES BASED ON A TWO-DIMENSIONAL SEISMOMETER ARRAY OBSERVATION.

AU - Tsuchida, Hajime

AU - Minami, Ken ichiro

AU - Kiyomiya, Osamu

AU - Noda, Setsuo

PY - 1983

Y1 - 1983

N2 - Pipe stresses developed during earthquakes are influenced by the relative displacement of an ambient ground. The strains caused by the relative displacement of the ground are closely related to the magnitude of the earthquakes, the epicentral distances, the subsoil conditions, and the properties of the wave propagation in surface layers. Analyses of records obtained by a two-dimensional seismometer array observation at the Tokyo International Airport were carried out to evaluate the behavior of the pipelines during earthquakes. Pipe stresses are calculated from the ground deformation by the observation. The stresses calculated by the deformation method, which has been used for earthquake resistant design in Japan, and by the dynamic response analysis are compared with those from the observation.

AB - Pipe stresses developed during earthquakes are influenced by the relative displacement of an ambient ground. The strains caused by the relative displacement of the ground are closely related to the magnitude of the earthquakes, the epicentral distances, the subsoil conditions, and the properties of the wave propagation in surface layers. Analyses of records obtained by a two-dimensional seismometer array observation at the Tokyo International Airport were carried out to evaluate the behavior of the pipelines during earthquakes. Pipe stresses are calculated from the ground deformation by the observation. The stresses calculated by the deformation method, which has been used for earthquake resistant design in Japan, and by the dynamic response analysis are compared with those from the observation.

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M3 - Conference contribution

AN - SCOPUS:0020919989

SP - 242

EP - 258

BT - National Bureau of Standards, Special Publication

A2 - Chung, Riley M.

A2 - Lew, H.S.

A2 - Kovacs, William D.

PB - NBS

ER -

PIPE STRESSES DURING EARTHQUAKES BASED ON A TWO-DIMENSIONAL SEISMOMETER ARRAY OBSERVATION.

Abstract

ASJC Scopus subject areas

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