Prestress Concrete Bridge Drawing
Here are the drawings of a full bridge system of two equal span of 35m. These Drawings Consist:
General Arrangement Drawing.
RCC Cast-in-place Deck Concrete outline and reinforcement drawing.
Precast Prestress Concrete Girder details.
RCC Aburment with pile foundation.
RCC Pier with pile foundation.
Bearing Pad and other accessories.
fig: GA Drawing.
Fig: Abutment
fig: Pier
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Any one have the book "Sea Loads on Ships and Offshore Structures", please help to share. Thank you
Sea Loads on Ships and Offshore Structures
O. M. Faltinsen
Norwegian Institute of Technology, Trondheim
Paperback (ISBN-13: 9780521458702 | ISBN-10: 0521458706)
The book introduces the theory of the structural loading on ships and offshore structures caused by wind, waves and currents, and goes on to describe the applications of this theory in terms of real structures. The main topics described are linear-wave induced motions, loads on floating structures, numerical methods for ascertaining wave induced motions and loads, viscous wave loads and damping, stationkeeping and water impact and entry. The applications of the theoretical principles are introduced with extensive use of exercises and examples. They include conventional ships, barges, high speed marine vehicles, semisubmersibles, tension leg platforms, moored or dynamic positioned ships, risers, buoys, fishing nets, jacket structures and gravity platforms. One aim of the book is to provide a physical understanding through simplified mathematical models. In this way one can develop analytical tools to evaluate results from test models, full scale trials or computer simulation, and learn which parameters represent the major contributions and influences on sea loads.
Contents
1. Introduction; 2. Sea environment; 3. Linear-wave induced motions and loads on floating structures; 4. Numerical methods for linear-wave induced motions and loads; 5. Second-order non-linear problems; 6. Current and wind loads; 7. Viscous wave loads and damping; 8. Stationkeeping; 9. Water impact and entry; References; Index.
A first course in finite elements By Jacob Fish, Ted Belytschko
Developed from the authors, combined total of 50 years undergraduate and graduate teaching experience, this book presents the finite element method formulated as a general-purpose numerical procedure for solving engineering problems governed by partial differential equations.
Focusing on the formulation and application of the finite element method through the integration of finite element theory, code development, and software application, the book is both introductory and self-contained, as well as being a hands-on experience for any student.
This authoritative text on Finite Elements:
Adopts a generic approach to the subject, and is not application specific
In conjunction with a web-based chapter, it integrates code development, theory, and application in one book
Provides an accompanying Web site that includes ABAQUS Student Edition, Matlab data and programs, and instructor resources
Contains a comprehensive set of homework problems at the end of each chapter
Produces a practical, meaningful course for both lecturers, planning a finite element module, and for students using the text in private study.
Accompanied by a book companion website housing supplementary material that can be found at
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A First Course in Finite Elements is the ideal practical introductory course for junior and senior undergraduate students from a variety of science and engineering disciplines. The accompanying advanced topics at the end of each chapter also make it suitable for courses at graduate level, as well as for practitioners who need to attain or refresh their knowledge of finite elements through private study.
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Wind Effects on Buildings and Design of Wind-Sensitive Structures
Wind Effects on Buildings and Design of Wind-Sensitive Structures (CISM International Centre for Mechanical Sciences)
By Ted Stathopoulos, Charalambos C. Baniotopoulos
Publisher: Springer
Number Of Pages: 227
Publication Date: 2007-10-12
ISBN-10 / ASIN: 3211730753
ISBN-13 / EAN: 9783211730751
Product Description:
The articles in this book, written by seven internationally known experts, present the fundamentals and practical applications of comtemporary wind engineering dealing with wind-building interaction complex problems from the perspective of a structural designer. Both experimental and computational approaches and their relative merits are presented and analyzed. The book presents state-of-the-art material in a rapidly progressing area that cannot be found in any other of the limited number of books in this area.
Junior architects and engineers will learn the treatment of wind engineering , an area not traditionally taught at underground university programs. Junior structural designers will be informed about the progress made on experimental and computational wind engineering design of complex structures.
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ASCE-Geotechnical Instrumentation and Monitoring-Boot Camp
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Modeling of Masonry Infill Panels for Structural Analysis
A.M. Reinhorn, A. Madan, R.E. Valles, Y. Reichmann and J.B.Mander
NCEER-95-0018 | 12/8/1995 | 96 pages |
A smooth hysteretic model based on an equivalent strut approach is proposed for masonry infill panels to be used in nonlinear analysis of building structures. The hysteretic model furnishes a versatile and robust simulation tool for representing masonry infill panels. The model, which is applicable for degrading ‘pinching’ elements in general, can be implemented to replicate a wide range of hysteretic force-displacement behavior resulting from different design and geometry by varying the control parameters of the model. The control parameters of the proposed hysteretic model can be determined using any suitable theoretical model for masonry infills. The report presents the development of the proposed hysteretic model. An available theoretical model for masonry infilled frames is recommended for estimating the control parameters of the proposed hysteretic rule. The methodology for calibrating the hysteretic model parameters is described. The hysteretic model is incorporated in the structural analysis program, IDARC2D Version 4.0, for quasi-static cyclic and dynamic analysis of masonry infilled frames. Simulations of experimental force-deformation behavior of prototype infill frame subassemblages are performed to validate the proposed model and presented herein. A lightly reinforced concrete frame structure is analyzed for strong ground motions to evaluate the influence of masonry infill panels on the response.
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