Author: Ray W. Clough
Publisher:
ISBN:
Category : Civil engineering
Languages : en
Pages : 44
Book Description
Stress Analysis of a Gravity Dam by the Finite Element Method
Author: Ray W. Clough
Publisher:
ISBN:
Category : Civil engineering
Languages : en
Pages : 44
Book Description
Publisher:
ISBN:
Category : Civil engineering
Languages : en
Pages : 44
Book Description
Design of Gravity Dams
Author: United States. Bureau of Reclamation
Publisher:
ISBN:
Category : Concrete dams
Languages : en
Pages : 598
Book Description
Publisher:
ISBN:
Category : Concrete dams
Languages : en
Pages : 598
Book Description
Procedure for Static Analysis of Gravity Dams Including Foundation Effects Using the Finite Element Method
Author: Jerry Foster
Publisher:
ISBN:
Category : Finite element method
Languages : en
Pages : 122
Book Description
Publisher:
ISBN:
Category : Finite element method
Languages : en
Pages : 122
Book Description
An Introduction to Stability and Stress Analysis of Concrete Gravity Dams for Professional Engineers
Author: J. Paul Guyer
Publisher: Guyer Partners
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 60
Book Description
Introductory technical guidance for civil engineers and other professional engineers and construction managers interested in concrete gravity dams. Here is what is discussed: 1. STABILITY ANALYSIS, 2. STATIC AND DYNAMIC STRESS ANALYSIS.
Publisher: Guyer Partners
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 60
Book Description
Introductory technical guidance for civil engineers and other professional engineers and construction managers interested in concrete gravity dams. Here is what is discussed: 1. STABILITY ANALYSIS, 2. STATIC AND DYNAMIC STRESS ANALYSIS.
Procedure for Static Analysis of Gravity Dams Including Foundation Effects Using the Finite Element Method; Phase 1B. Computer-Aided Structural Engineering (CASE) Project
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 118
Book Description
This study is a continuation of an on-going project by the Computer- Aided Structural Engineering (CASE) Committee on finite element analysis. This method of analysis, though in use for many years, is becoming more widely acclaimed as a viable method of solution available to engineers for structural analyses. Phase Ib of this study, discussed herein, describes the use of foundations in finite element modeling using a typical Corps structure, a gravity dam. Included in the report are discussions of the various types of foundation models which can be used in a finite element analysis, the size of the foundation finite element model, the effect of the foundation size used in the analysis on stresses in the structure, and the effect of foundation stiffness on the stresses in the structure.
Publisher:
ISBN:
Category :
Languages : en
Pages : 118
Book Description
This study is a continuation of an on-going project by the Computer- Aided Structural Engineering (CASE) Committee on finite element analysis. This method of analysis, though in use for many years, is becoming more widely acclaimed as a viable method of solution available to engineers for structural analyses. Phase Ib of this study, discussed herein, describes the use of foundations in finite element modeling using a typical Corps structure, a gravity dam. Included in the report are discussions of the various types of foundation models which can be used in a finite element analysis, the size of the foundation finite element model, the effect of the foundation size used in the analysis on stresses in the structure, and the effect of foundation stiffness on the stresses in the structure.
Stress Analysis of Concrete Gravity Dam Using Finite Elements
Author: Sohelia Nazarian Holley
Publisher:
ISBN:
Category :
Languages : en
Pages : 374
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 374
Book Description
Finite Element Analyses of Stresses and Movements in Embankments During Construction
Author: Fred H. Kulhawy
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 174
Book Description
The objective of this investigation was to develop procedures for conducting finite element analyses of stresses and movements in embankments during construction. The procedures developed involve incremental analyses, simulating successive stages during construction of the embankment, and employ nonlinear stress-strain parameters determined from the results of laboratory tests. Previous studies of the nonlinear, stress-dependent stress-strain behavior of soils were extended during this investigation to include variations of Poisson's ratio values as well as modulus values for use in incremental analyses. In order to examine the suitability of these procedures for representing the stress-strain characteristics of a wide variety of soils under both drained and undrained test conditions, the procedures were applied to 46 different soils, ranging from cobble sizes to highly plastic clays, for which stress-strain information had been published or was available from other sources. In each case it was found that the simple procedures developed for representing nonlinear, stress-dependent soil stress-strain behavior were convenient and provided reasonably accurate representations of the actual soil behavior. (Author).
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 174
Book Description
The objective of this investigation was to develop procedures for conducting finite element analyses of stresses and movements in embankments during construction. The procedures developed involve incremental analyses, simulating successive stages during construction of the embankment, and employ nonlinear stress-strain parameters determined from the results of laboratory tests. Previous studies of the nonlinear, stress-dependent stress-strain behavior of soils were extended during this investigation to include variations of Poisson's ratio values as well as modulus values for use in incremental analyses. In order to examine the suitability of these procedures for representing the stress-strain characteristics of a wide variety of soils under both drained and undrained test conditions, the procedures were applied to 46 different soils, ranging from cobble sizes to highly plastic clays, for which stress-strain information had been published or was available from other sources. In each case it was found that the simple procedures developed for representing nonlinear, stress-dependent soil stress-strain behavior were convenient and provided reasonably accurate representations of the actual soil behavior. (Author).
Analysis of Stresses in a Nonoverflow Gravity Dam by the Finite Element Method, Taking Into Consideration Gravity Forces and Uplift Pressure
Author: Albert B. Mishu
Publisher:
ISBN:
Category : Gravity dams
Languages : en
Pages : 184
Book Description
Publisher:
ISBN:
Category : Gravity dams
Languages : en
Pages : 184
Book Description
Stress Analysis in a Gravity Dam Through the Use of a Model
New Developments in Dam Engineering
Author: Martin Wieland
Publisher: CRC Press
ISBN: 9780203020678
Category : Technology & Engineering
Languages : en
Pages : 1248
Book Description
The development of water resources is a key element in the socio-economic development of many regions in the world. Water availability and rainfall are unequally distributed both in space and time, so dams play a vital role, there being few viable alternatives for storing water. Dams hold a prime place in satisfying the ever-increasing demand for power, irrigation and drinking water, for protection of man, property and environment from catastrophic floods, and for regulating the flow of rivers. Dams have contributed to the development of civilization for over 2,000 years. Worldwide there are some 45,000 large dams listed by ICOLD, which have a height over 15 meters. Today, in western countries, where most of the water resources have been developed, the safety of the existing dams and measures for extending their economical life are of prime concern. In developing countries the focus is on the construction of new dams. The proceedings of the 4th International Conference on Dam Engineering includes contributions from 18 countries, and provides an overview of the state-of-the-art in hydropower development, new type dams, new materials and new technologies, dam and environment. Traditional areas, such as concrete dams and embankment dams, methods of analysis and design of dams, dam foundation, seismic analysis, design and safety, stability of dam and slope, dam safety monitoring and instrumentation, dam maintenance, and rehabilitation and heightening are also considered. The book is of special interest to scientists, researchers, engineers, and students working in dam engineering, dam design, hydropower development, environmental engineering, and structural hydraulics.
Publisher: CRC Press
ISBN: 9780203020678
Category : Technology & Engineering
Languages : en
Pages : 1248
Book Description
The development of water resources is a key element in the socio-economic development of many regions in the world. Water availability and rainfall are unequally distributed both in space and time, so dams play a vital role, there being few viable alternatives for storing water. Dams hold a prime place in satisfying the ever-increasing demand for power, irrigation and drinking water, for protection of man, property and environment from catastrophic floods, and for regulating the flow of rivers. Dams have contributed to the development of civilization for over 2,000 years. Worldwide there are some 45,000 large dams listed by ICOLD, which have a height over 15 meters. Today, in western countries, where most of the water resources have been developed, the safety of the existing dams and measures for extending their economical life are of prime concern. In developing countries the focus is on the construction of new dams. The proceedings of the 4th International Conference on Dam Engineering includes contributions from 18 countries, and provides an overview of the state-of-the-art in hydropower development, new type dams, new materials and new technologies, dam and environment. Traditional areas, such as concrete dams and embankment dams, methods of analysis and design of dams, dam foundation, seismic analysis, design and safety, stability of dam and slope, dam safety monitoring and instrumentation, dam maintenance, and rehabilitation and heightening are also considered. The book is of special interest to scientists, researchers, engineers, and students working in dam engineering, dam design, hydropower development, environmental engineering, and structural hydraulics.