Mohod Milind (12 results)

Paperback. Condition: Brand New. 128 pages. 8.66x5.91x0.29 inches. In Stock.

Condition: New.

Paperback. Condition: Brand New. 200 pages. 8.66x5.91x0.46 inches. In Stock.

Taschenbuch. Condition: Neu. Finite Element Analysis of Annular Sector Plate | Milind Vishwas Mohod (u. a.) | Taschenbuch | 128 S. | Englisch | 2016 | LAP LAMBERT Academic Publishing | EAN 9783659969270 | Verantwortliche Person für die EU: BoD - Books on Demand, In de Tarpen 42, 22848 Norderstedt, info[at]bod[dot]de | Anbieter: preigu.

Taschenbuch. Condition: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -The work presented in this book is based on Mindlin plate theory along with von Karman's nonlinear strain displacement relations. Newton-Raphson method is employed to solve nonlinear equations. The formulation is developed in polar co-ordinates. Hence, it is easy and convenient to impose boundary conditions at nodes on curved and oblique boundaries. Two computer programs are developed for the linear and non-linear analysis of moderately thick annular sector plate based on developed formulations. Various numerical are being solved with clamped and simply supported boundary conditions. The results are presented in suitable format and compared with available literature. It is felt that the work presented in this book will be a good contribution in field of structural engineering. 128 pp. Englisch.

Condition: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Mohod Milind VishwasDr. Kshitija N. Kadam and Milind V. Mohod are currently working as Assistant Professors at GCOEA, Amravati and PRMIT&R, Badnera respectively. They have published more than 30 research papers in national and intern.

Condition: New. Print on Demand.

Condition: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Dhadse Gaurav D.Prof. Gaurav D. Dhadse is working as Assistant Professor in Applied Mechanics Department at Government College of Engineering Jalgaon, Maharashtra, India. Whereas Prof. Milind V. Mohod is Assistant Professor in Civil .

Condition: New. PRINT ON DEMAND.

Taschenbuch. Condition: Neu. This item is printed on demand - Print on Demand Titel. Neuware -The work presented in this book is based on Mindlin plate theory along with von Karman's nonlinear strain displacement relations. Newton-Raphson method is employed to solve nonlinear equations. The formulation is developed in polar co-ordinates. Hence, it is easy and convenient to impose boundary conditions at nodes on curved and oblique boundaries. Two computer programs are developed for the linear and non-linear analysis of moderately thick annular sector plate based on developed formulations. Various numerical are being solved with clamped and simply supported boundary conditions. The results are presented in suitable format and compared with available literature. It is felt that the work presented in this book will be a good contribution in field of structural engineering.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 128 pp. Englisch.

Taschenbuch. Condition: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - The work presented in this book is based on Mindlin plate theory along with von Karman's nonlinear strain displacement relations. Newton-Raphson method is employed to solve nonlinear equations. The formulation is developed in polar co-ordinates. Hence, it is easy and convenient to impose boundary conditions at nodes on curved and oblique boundaries. Two computer programs are developed for the linear and non-linear analysis of moderately thick annular sector plate based on developed formulations. Various numerical are being solved with clamped and simply supported boundary conditions. The results are presented in suitable format and compared with available literature. It is felt that the work presented in this book will be a good contribution in field of structural engineering.

Taschenbuch. Condition: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Soil-structure interaction is interdisciplinary field which involves structural and geotechnical engineering. In the conventional non-interaction analysis of building frame structural designer assumed that columns are resting on unyielding support. Similarly, in foundation design, foundation settlements are calculated without considering the influence of the structural stiffness. But a realistic analysis and design procedure should include actual support flexibility, nonlinear and heterogeneous nature of the soil together with nonlinear soil-structure interaction effects. Such an analysis would result in overall stiffness of the soil-foundation-structure system, realistic to the existing conditions. Although, interaction effect is ignored to simplify the mathematical model but neglecting the interaction between soils and structures may result in a design that is either unnecessarily costly or unsafe. This work focuses on proving the importance of Soil Structure Interaction for framed structure and computational modeling of ground-structure interaction using Finite Element Method.