Author: Harlan B. Robinson
Publisher:
ISBN:
Category :
Languages : en
Pages :
Book Description
Stress Analysis in a Gravity Dam Through the Use of a Model
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
Gravity Dam Design
Author: United States. Army. Corps of Engineers
Publisher:
ISBN:
Category : Dams
Languages : en
Pages :
Book Description
Publisher:
ISBN:
Category : Dams
Languages : en
Pages :
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
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
Seismic Performance Analysis of Concrete Gravity Dams
Author: Gaohui Wang
Publisher: Springer Nature
ISBN: 981156194X
Category : Technology & Engineering
Languages : en
Pages : 281
Book Description
This book evaluates the seismic performance of concrete gravity dams, considering the effects of strong motion duration, mainshock-aftershock seismic sequence, and near-fault ground motion. It employs both the extended finite element method (XFEM) and concrete damaged plasticity (CDP) models to characterize the mechanical behavior of concrete gravity dams under strong ground motions, including the dam-reservoir-foundation interaction. In addition, it discusses the effects of the initial crack, earthquake direction, and cross-stream seismic excitation on the nonlinear dynamic response to strong ground motions, and on the damage-cracking risk of concrete gravity dams. This book provides a theoretical basis for the seismic performance evaluation of high dams, and can also be used as a reference resource for researchers and graduate students engaged in the seismic design of high dams.
Publisher: Springer Nature
ISBN: 981156194X
Category : Technology & Engineering
Languages : en
Pages : 281
Book Description
This book evaluates the seismic performance of concrete gravity dams, considering the effects of strong motion duration, mainshock-aftershock seismic sequence, and near-fault ground motion. It employs both the extended finite element method (XFEM) and concrete damaged plasticity (CDP) models to characterize the mechanical behavior of concrete gravity dams under strong ground motions, including the dam-reservoir-foundation interaction. In addition, it discusses the effects of the initial crack, earthquake direction, and cross-stream seismic excitation on the nonlinear dynamic response to strong ground motions, and on the damage-cracking risk of concrete gravity dams. This book provides a theoretical basis for the seismic performance evaluation of high dams, and can also be used as a reference resource for researchers and graduate students engaged in the seismic design of high dams.
Comparison of Vibration Test Results for a Model and Prototype Gravity Dam
Author: C. Dean Norman
Publisher:
ISBN:
Category : Concrete dams
Languages : en
Pages : 54
Book Description
A 1:60-scale model of the Pine Flat concrete gravity dam was constructed and subjected to steady state forced vibration tests. Natural frequencies, mode shapes, damping, and hydrodynamic pressures were measured during these tests. These results were compared with similar results obtained in the prototype test program previously conducted. Also two-dimensional and three-dimensional finite element analyses were performed to obtain analytical values for natural frequencies and mode shapes. Model and prototype test results compared favorably with those from the three-dimensional finite element analyses. The reservoir was observed to have little effect on the natural frequencies and mode shapes of the model dam. Furthermore, it was concluded that the dynamic characteristics of the continuous three-dimensional model compared favorably with those of the prototype which was constructed in monoliths. (Author).
Publisher:
ISBN:
Category : Concrete dams
Languages : en
Pages : 54
Book Description
A 1:60-scale model of the Pine Flat concrete gravity dam was constructed and subjected to steady state forced vibration tests. Natural frequencies, mode shapes, damping, and hydrodynamic pressures were measured during these tests. These results were compared with similar results obtained in the prototype test program previously conducted. Also two-dimensional and three-dimensional finite element analyses were performed to obtain analytical values for natural frequencies and mode shapes. Model and prototype test results compared favorably with those from the three-dimensional finite element analyses. The reservoir was observed to have little effect on the natural frequencies and mode shapes of the model dam. Furthermore, it was concluded that the dynamic characteristics of the continuous three-dimensional model compared favorably with those of the prototype which was constructed in monoliths. (Author).
Photoelastic Analysis of Stress in a Gravity Dam Containing a Large Gallery ...
Author: Robert L. Sanks
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 266
Book Description
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 266
Book Description
Design of Gravity Dams
Author: United States. Bureau of Reclamation
Publisher:
ISBN:
Category : Concrete dams
Languages : en
Pages : 590
Book Description
Publisher:
ISBN:
Category : Concrete dams
Languages : en
Pages : 590
Book Description
Theses on Water Submitted to Universities in California Through June 1969
Author: Mary Deane
Publisher:
ISBN:
Category : Dissertations, Academic
Languages : en
Pages : 164
Book Description
Publisher:
ISBN:
Category : Dissertations, Academic
Languages : en
Pages : 164
Book Description