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  how to attach a file?
Posted by: narendra - 09-28-2010, 06:49 AM - Forum: Free Discussion - Replies (6)

how can I attach a file in this post / forum that I have analysed ?

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  PRESSURE TESTING OF VALVES
Posted by: lovecivi - 09-27-2010, 11:28 PM - Forum: Archive - No Replies

MSS SP-61-2009 PRESSURE TESTING OF VALVES

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  Characteristics Finite Element Methods in Computational Fluid Dynamics
Posted by: pedzaquino - 09-27-2010, 10:20 PM - Forum: Water & Hydraulic Engineering - Replies (1)

Characteristics Finite Element Methods in Computational Fluid Dynamics

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Book Title: Characteristics Finite Element Methods in Computational Fluid Dynamics
Author: Joe Iannelli
ISBN:3540251812
Publisher: Springer,1 edition October 5, 2006
File: 11.4 MB PDF, 727 pages


Description:

This book details a systematic characteristics-based finite element procedure to investigate incompressible, free-surface and compressible flows. Several sections derive the Fluid Dynamics equations from thermo-mechanics principles and develop this multi-dimensional and infinite-directional upstream procedure by combining a finite element discretization with an implicit non-linearly stable Runge-Kutta time integration for the numerical solution of the Euler and Navier Stokes equations. Based on the mathematics and physics of multi-dimensional characteristics, convection as well as acoustics, and inducing by design a controllable multi-dimensional upwind bias that can be locally optimized, the procedure crisply captures contact discontinuities, normal as well as oblique shocks, and generates essentially non-oscillatory solutions for incompressible, subsonic, transonic, supersonic, and hypersonic inviscid and viscous flows with chemical reactions and work, heat and mass transfer.




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  Can we used C++ in OpenSTAAD?
Posted by: STAAD - 09-27-2010, 08:37 PM - Forum: Free Discussion - No Replies

Can we used C++ in programming OpenSTAAD?

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  Science Pertaining To Civil Engineering
Posted by: tuanpecc1 - 09-27-2010, 04:34 PM - Forum: General Books - Replies (1)

Science Pertaining To Civil Engineering

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Author(s): International TextBook Company
Publisher: International TextBook Company
Date : 1927
Pages : 310
Format : PDF
Language : English
ISBN-10 : 1740164021

This volume covers fundamental principles of mechanics, analytic statics, kinematics and kinetics, hydrostatics, pneumatics, and rudiments of analytic geometry. The book is written clearly and in the simplest language possible, so as to make them readily understood by all students.


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  Behaviour of buildings due to tunnel induced subsidence
Posted by: giguni - 09-27-2010, 04:24 PM - Forum: Tunneling - Replies (2)

Behaviour of buildings due to tunnel induced subsidence

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In urban areas tunnelling can induce ground movements which distort and, in severe cases damage overlying buildings and services. The conventional design methods, used in engineering practice to assess these deformations, are based on empiricism gained from green field sites and consequently do not account for important characteristics of these structures. Furthermore the mechanisms which control this tunnel-soil-structure interaction problem arenot well understood. Recently, a new approach, based on the relative stiffness of a building and the underlying soil, has been proposed to account for the effect of a building stiffness when predicting its deformation and potential damage. The objective of this thesis is to assess this new approach and extend its applicability. This has been achieved by performing parametric studies using both two and three dimensional fnite element analyses and by reviewing field data obtained during the construction of the Jubilee Line Extension. In particular the e®ect of building weight, the nature of the contact between the building foundations and the soil and the geometry of the building with respect to the direction of tunnelling on the behaviour of the building has been investigated. The results of these investigations have lead to an improved understanding of the tunnel-soil-building interaction problem. They have also verified and extended the applicability of the relative sti®ness approach providing greater confidence for its use in engineering practice.

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  Concrete Materials, Second Edition: Properties, Specifications, and Testing
Posted by: tuanpecc1 - 09-27-2010, 03:47 PM - Forum: Mechanics & Material Technology (Elasticity, Plasticity and Nonlinearity) - Replies (3)

Concrete Materials, Second Edition:
Properties, Specifications, and Testing

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Author(s): Sandor Popovics
Publisher: William Andrew; 2 edition
Date : 1992
Pages : 661
Format : pdf
Language : English
ISBN-10 : 0815513089
ISBN-13 : 9780815513087

This book presents an in-depth approach to concrete ingredients and their relationships to concrete by discussing their properties, pertinent test methods, specifications, proper use and selection, and solutions to problems in practice. The approach is practice oriented, and the book assists in the improved application of concrete through a thorough understanding of its ingredients. This is aided by the discussion of certain fundamental aspects and relationships in quantitative forms, and by also presenting the interpretation of research and experience. An extensive bibliography is included. The book is a current, organized summary of knowledge concerning concrete-making materials, which will enable the engineer/user to make the best possible product using these materials.

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  A Professional's Handbook on Grouting and Concrete Repair
Posted by: tuanpecc1 - 09-27-2010, 03:19 PM - Forum: Codes, Manual & Handbook - Replies (4)

A Professional's Handbook on Grouting and Concrete Repair

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Publisher: Five Star Products, Inc
Date : 2007
Pages : 122
Format : pdf

PREFACE
The American Society for Testing and Materials (ASTM), the Corp of Engineers and the American Concrete Institute (ACI), are key organizations responsible for establishing standards and specifications for nonshrink grout and concrete repair. The beneficial work of these organizations is important to industry. Reports, such as “Grouting between Foundations for the Support of Equipment and Machinery” (ACI 351.1R-99), provide an excellent overview for evaluating and selecting nonshrink grouts based on the different expansion mechanisms used by grout manufacturers. Because some of these expansion mechanisms have a significant effect on the successful use of grout products in the field, ACI 351.1R-99 is an important tool for owners, engineers, architects, specifiers and contractors.
However, the nature of some committees within industry organizations is to generate standards and practices around consensus. This is particularly evident with respect to nonshrink grout. Because of this, the term “nonshrink” is one that has often been used loosely and not clearly defined – certain “nonshrink” grouts available in the marketplace actually do exhibit shrinkage when tested by ASTM test methods. Because of this, engineers, architects, specifiers and owners must specify exact performance properties with respect to vertical height change characteristics of grouts, and contractors should understand the importance of the standards and specifications they are given. A successful grout job is the joint responsibility of the engineer, the contractor, and the manufacturer. The generic use of the term nonshrink in standards and specifications is insufficient. This handbook, in conjunction with ACI and ASTM standards, can guide the strengthening and use of product specifications to ensure proper selection, specification, and use of precision nonshrink grouts and concrete repair materials.

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  CALCULUS BOOKS NEEDED
Posted by: RANA WASEEM - 09-27-2010, 02:40 PM - Forum: Archive - Replies (2)

Guyz i am searching for these calculus books

1-THE COMPLETE IDIOT'S GUIDE TO CALCULUS
2-THE CALCULUS DIARIES
3-CALCULUS FOR DUMMIES

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  RECENT ADVANCES IN GROUND ANCHOR AND GROUND REINFORCEMENT TECHNOLOGY
Posted by: giguni - 09-27-2010, 02:38 PM - Forum: Journals, Papers and Presentations - No Replies

RECENT ADVANCES IN GROUND ANCHOR AND GROUND REINFORCEMENT TECHNOLOGY

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The recent advances in ground anchor technology and the related techniques of cable bolting and rock bolting are reviewed. Collectively the technology associated with the three techniques enable design engineers to address stability problems over a range of scales and in a range of geomechanical environments. The techniques have similar aims but have developed into separate disciplines with unique attributes. The procedures for designing and creating ground anchors that meet the stringent requirements associated with modern civil infrastructure are discussed. This contrasts the very different design approaches being developed in rock bolting and cable bolting where standards are less exacting but the design problems can sometimes be more complex.

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