Structural Model Analysis of Arch Dams

Structural Model Analysis of Arch Dams PDF Author: A. M. Ginn
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 418

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Book Description

Structural Model Analysis of Arch Dams

Structural Model Analysis of Arch Dams PDF Author: A. M. Ginn
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 418

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Book Description


Structural Model Tests of Arch Dams

Structural Model Tests of Arch Dams PDF Author: George C. Rouse
Publisher:
ISBN:
Category : Arch dams
Languages : en
Pages : 48

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Arch Dams

Arch Dams PDF Author: Jose O. Pedro
Publisher: Springer
ISBN: 3709124883
Category : Technology & Engineering
Languages : en
Pages : 402

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Book Description
The present volume provides a comprehensive understanding of the modern criteria, models and methods of analysis of arch dams, for normal operation conditions and under exceptional loads. This information is important for all those involved in the evaluation of the behaviour and condition of arch dams and other large structures, either for design or monitoring purpose.

Guide for Preliminary Design of Arch Dams

Guide for Preliminary Design of Arch Dams PDF Author: Howard L. Boggs
Publisher:
ISBN:
Category : Arch dams
Languages : en
Pages : 30

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Book Description


An Introduction to Static Analysis of Arch Dams

An Introduction to Static Analysis of Arch Dams PDF Author: J. Paul Guyer, P.E., R.A.
Publisher: Guyer Partners
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 37

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Book Description
Introductory technical guidance for civil engineers and construction managers interested in design and construction of concrete arch dams. This is what is discussed: 1. INTRODUCTION 2. DESIGN DATA REQUIRED 3. METHOD OF ANALYSIS 4. STRUCTURAL MODELING 5. PRESENTATION OF RESULTS 6. EVALUATION OF STRESS RESULTS.

Structural Model Tests of arch dams: Glen Canyon and Morow Point dams

Structural Model Tests of arch dams: Glen Canyon and Morow Point dams PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages :

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Technical investigations: Bull.1. Trial load method of analyzing arch dams. Bull.2. Slab analogy experiments. Bull.3. Model tests of Boulder Dam. Bull.4. Stress studies for Boulder Dam. Bull.5. Penstock analysis and stiffener design. Bull.6. Model tests of arch and cantilever elements

Technical investigations: Bull.1. Trial load method of analyzing arch dams. Bull.2. Slab analogy experiments. Bull.3. Model tests of Boulder Dam. Bull.4. Stress studies for Boulder Dam. Bull.5. Penstock analysis and stiffener design. Bull.6. Model tests of arch and cantilever elements PDF Author: United States. Bureau of Reclamation
Publisher:
ISBN:
Category : Arch dams
Languages : en
Pages : 192

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ANALYSIS OF THE STRUCTURAL ACTION OF THIN ARCH DAMS.

ANALYSIS OF THE STRUCTURAL ACTION OF THIN ARCH DAMS. PDF Author: WEN HSI HUANG
Publisher:
ISBN:
Category :
Languages : en
Pages : 318

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Design of Arch Dams

Design of Arch Dams PDF Author: United States. Bureau of Reclamation
Publisher:
ISBN:
Category : Arch dams
Languages : en
Pages : 932

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Book Description


Dynamic Response Characteristics of a Model Arch Dam

Dynamic Response Characteristics of a Model Arch Dam PDF Author: Charles D. Norman
Publisher:
ISBN:
Category : Concrete dams
Languages : en
Pages : 54

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Book Description
Vibration tests were conducted on a 1:24-scale model of the North Fork Dam (Near Auburn, Calif.), a double-curvature arch dam, to determine natural frequencies, mode shapes, and hydrodynamic pressures. The mode shapes, natural frequencies, and hydrodynamic pressures were determined from tests using two-vibrators mounted on the crest of the dam. Hydrodynamic pressures at the dam-reservoir interface were also determined from tests in which the vibrator was attached to the downstream foundation of the dam. The hydrodynamic pressures calculated using Westergaard;s theory and a theory for arch dams developed by Perumalswami and Kar accurately predicted the measured pressure at frequencies below the first mode frequency of the dam. The differences in the two theories were insignificant. The accuracy of the Ritz analysis improved considerably as more nodes in flexible regions of the dam were loaded. However, the lowest eigenvalues were computed using the subspace iteration method. For the full reservoir, the natural frequencies decreased by 20-30% when the foundation was included in the finite element model. The difference was less when the reservoir was empty. The calculations using the subspace iteration scheme and including the foundation agreed closely with experimental mode shapes and corresponding natural frequencies.