Aseismic design of arch dams: particularly the contribution from the reservoir, and multiple-support excitation of the base.

D. Altinisik; P. A.A. Back; S. R. Ledbetter; R. T. Severn; C. A. Taylor

Aseismic design of arch dams: particularly the contribution from the reservoir, and multiple-support excitation of the base.

D. Altinisik, P. A.A. Back, S. R. Ledbetter, R. T. Severn, C. A. Taylor

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

Abstract

The first part is concerned with frequency, mode-shape and response measurements on a thin, cylindrical model dam. Tests include steady-state vibration and transient input from a shaking table, with measurement of hydrodynamic pressure. The second part presents similar measurements and calculations on a 1 : 250 model of the Victoria arch dam. Consideration is given to excitation of the base of the dam by different inputs, generally leading to a reduction of response. (A)

Original language	English
Title of host publication	Dams and Earthquake: Design of Dams to Resist Earthquake
Publisher	Thomas Telford (ICE Publishing)
ISBN (Print)	0727701231, 9780727701237
Publication status	Published - 1 Jan 1981

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author = "D. Altinisik and Back, {P. A.A.} and Ledbetter, {S. R.} and Severn, {R. T.} and Taylor, {C. A.}",

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T1 - Aseismic design of arch dams

T2 - particularly the contribution from the reservoir, and multiple-support excitation of the base.

AU - Altinisik, D.

AU - Back, P. A.A.

AU - Ledbetter, S. R.

AU - Severn, R. T.

AU - Taylor, C. A.

PY - 1981/1/1

Y1 - 1981/1/1

N2 - The first part is concerned with frequency, mode-shape and response measurements on a thin, cylindrical model dam. Tests include steady-state vibration and transient input from a shaking table, with measurement of hydrodynamic pressure. The second part presents similar measurements and calculations on a 1 : 250 model of the Victoria arch dam. Consideration is given to excitation of the base of the dam by different inputs, generally leading to a reduction of response. (A)

AB - The first part is concerned with frequency, mode-shape and response measurements on a thin, cylindrical model dam. Tests include steady-state vibration and transient input from a shaking table, with measurement of hydrodynamic pressure. The second part presents similar measurements and calculations on a 1 : 250 model of the Victoria arch dam. Consideration is given to excitation of the base of the dam by different inputs, generally leading to a reduction of response. (A)

UR - http://www.scopus.com/inward/record.url?scp=85040208007&partnerID=8YFLogxK

M3 - Chapter in a book

AN - SCOPUS:85040208007

SN - 0727701231

SN - 9780727701237

BT - Dams and Earthquake: Design of Dams to Resist Earthquake

PB - Thomas Telford (ICE Publishing)

ER -

Aseismic design of arch dams: particularly the contribution from the reservoir, and multiple-support excitation of the base.

Abstract

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