Seismic analysis of the Upper and Lower Glendevon dams.

C. A. Taylor; A. A. Dumanoglu; J. Trevelyan; J. R. Maguire; R. T. Severn; A. C. Allen

Seismic analysis of the Upper and Lower Glendevon dams.

C. A. Taylor, A. A. Dumanoglu, J. Trevelyan, J. R. Maguire, R. T. Severn, A. C. Allen

Research output: Chapter in Book/Report/Conference proceeding › Chapter in a book

Abstract

Described here are the individual responses of two dams in Scotland, U.K., to earthquake ground motions appropriate to the rest of the U.K. Finite element models are used. Results indicate that well constructed dams have sufficient inherent strength to withstand seismicity of the levels usually occurring in the U.K., even without special provision for earthquake loading in their design. (from paper)

Original language	English
Title of host publication	Earthquake Engineering in Britain
Publisher	Thomas Telford (ICE Publishing)
ISBN (Print)	0727702467, 9780727702463
Publication status	Published - 1 Jan 1985

Cite this

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title = "Seismic analysis of the Upper and Lower Glendevon dams.",

abstract = "Described here are the individual responses of two dams in Scotland, U.K., to earthquake ground motions appropriate to the rest of the U.K. Finite element models are used. Results indicate that well constructed dams have sufficient inherent strength to withstand seismicity of the levels usually occurring in the U.K., even without special provision for earthquake loading in their design. (from paper)",

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AU - Taylor, C. A.

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AU - Trevelyan, J.

AU - Maguire, J. R.

AU - Severn, R. T.

AU - Allen, A. C.

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N2 - Described here are the individual responses of two dams in Scotland, U.K., to earthquake ground motions appropriate to the rest of the U.K. Finite element models are used. Results indicate that well constructed dams have sufficient inherent strength to withstand seismicity of the levels usually occurring in the U.K., even without special provision for earthquake loading in their design. (from paper)

AB - Described here are the individual responses of two dams in Scotland, U.K., to earthquake ground motions appropriate to the rest of the U.K. Finite element models are used. Results indicate that well constructed dams have sufficient inherent strength to withstand seismicity of the levels usually occurring in the U.K., even without special provision for earthquake loading in their design. (from paper)

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SN - 9780727702463

BT - Earthquake Engineering in Britain

PB - Thomas Telford (ICE Publishing)

ER -

Seismic analysis of the Upper and Lower Glendevon dams.

Abstract

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