An Introduction To Seismic Analysis And Modeling Of Hydraulic Structures
Download An Introduction To Seismic Analysis And Modeling Of Hydraulic Structures PDF/ePub or read online books in Mobi eBooks. Click Download or Read Online button to get An Introduction To Seismic Analysis And Modeling Of Hydraulic Structures book now. This website allows unlimited access to, at the time of writing, more than 1.5 million titles, including hundreds of thousands of titles in various foreign languages.
An Introduction to Seismic Analysis and Modeling of Hydraulic Structures
Author: J. Paul Guyer, P.E., R.A.
language: en
Publisher: Guyer Partners
Release Date: 2018-10-31
Introductory technical guidance for civil and geotechnical engineers interested seismic engineering of hydraulic structures such as those associated with locks and dams. Here is what is discussed: 1. PROGRESSIVE ANALYSIS METHODOLOGY 2. METHODS OF ANALYSIS 3. MODELING OF STRUCTURAL SYSTEMS 4. EFFECTIVE STIFFNESS 5. DAMPING 6. INTERACTION WITH BACKFILL SOIL 7. PERMANENT SLIDING DISPLACEMENT.
An Introduction to Seismic Analysis and Modeling of Hydraulic Structures
Author: J. Paul Guyer
language: en
Publisher: Independently Published
Release Date: 2018-10-31
Introductory technical guidance for civil and geotechnical engineers interested seismic engineering of hydraulic structures such as those associated with locks and dams. Here is what is discussed:1. PROGRESSIVE ANALYSIS METHODOLOGY2. METHODS OF ANALYSIS3. MODELING OF STRUCTURAL SYSTEMS4. EFFECTIVE STIFFNESS5. DAMPING6. INTERACTION WITH BACKFILL SOIL7. PERMANENT SLIDING DISPLACEMENT.
An Introduction to Seismic Analysis of Hydraulic Structures
Author: J. Paul Guyer
language: en
Publisher: Dams and Hydroelectric Power P
Release Date: 2018-05-28
Introductory technical guidance for civil and structural engineers interested in seismic analysis of hydraulic structures. Here is what is discussed: 1. PROGRESSIVE ANALYSIS METHODOLOGY 2. METHODS OF ANALYSIS 3. MODELING OF STRUCTURAL SYSTEMS 4. EFFECTIVE STIFFNESS. 5. DAMPING 6. INTERACTION WITH BACKFILL SOIL 7. PERMANENT SLIDING DISPLACEMENT.