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Environmental Design + Construction (ED+C), the premier source for integrated high-performance building, is dedicated to efficient and sustainable design and construction. Environmental Design + Construction provides the progressive commercial and residential architect, designer, specifying engineer and building developer with essential information on the rapidly growing green building industry.
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I'm looking for : Recommendations on Excavations: EAB : April 2008
For this new edition, all recommendations have been reworked in accordance with EN 1997-1 (Eurocode 7) and DIN 1054-1. In addition, new recommendations on the use of the modulus of subgrade reaction method and the finite element method (FEM), as well as a new chapter on excavations in soft soils, have been added.
hi every one, i am confronting some error with the use of safe. i don't understand the basic concept of springs and there application .can some body help me in this metter. i will appreciate any literature or tutorial in this regard.
ECCS Nº 74 - Multi-Storey Buildings in Steel - The Swedish Development
code 074
ISBN n.a.
Authors ECCS
Publisher ECCS
Year 1997
Resume
A particular steel frame system characterised by slim floors and integrated fire protection which has become the dominant system for many buildings in Sweden and other Nordic countries, and which is becoming popular in many other European countries like United Kingdom, Germany, Netherlands and others.
Index
1. The History of a Successful Frame System
2. Office Buildings in Steel
3. Steel as the Frame Material
4. The Design of the Frame
5. Frame Components
6. Floors
7. Connections
8. Fire Protection
9. The Effect on Façade Design and Room Layout
20 pgs
Written in English
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Could anyone comment on the definition of load cases/combination that I will be using in SAFE to calculate for total deflection?
This is for a flat slab structure by which 30% of the live load will be sustained with creep coefficient and shrinkage stain equal to 1.5 and 0.00045 respectively.
Vibrations in systems with a periodic structure is the subject of many ongoing research activities. This work presents the analysis of such systems with the help of the theory of representation groups by finite element methods, dynamic Compliance and dynamic rigidness methods, specially adjusted for the analysis of engineering structures. The approach presented in this book permits a simplification and facilitates the understanding of mechanical vibrations in various structures. The book includes extended studies of even complicated machinery structures with an emphasis on flight vehicle engines.
Content Level » Research
Related subjects » Algebra - Engineering - Mechanical Engineering - Numerical and Computational Mathematics
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The topic of Introduction to Random Vibrations is the behavior of structural and mechanical systems when they are subjected to unpredictable, or random, vibrations. These vibrations may arise from natural phenomena such as earthquakes or wind, or from human-controlled causes such as the stresses placed on aircraft at takeoff and landing. Study and mastery of this topic enables engineers to design and maintain structures capable of withstanding random vibrations, thereby protecting human life.
Introduction to Random Vibrations will lead readers in a user-friendly fashion to a thorough understanding of vibrations of linear and nonlinear systems that undergo stochasticrandomexcitation.
· Provides over 150 worked out example problems and, along with over 225 exercises, illustrates concepts with true-to-life engineering design problems
· Offers intuitive explanations of concepts within a context of mathematical rigor and relatively advanced analysis techniques.
· Essential for self-study by practicing engineers, and for instruction in the classroom.
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Posted by: Ernest0 - 08-19-2010, 12:01 AM - Forum: Concrete
- No Replies
Documents of Structural System Research Project
- SEISMIC RESPONSE OF INTEGRAL BRIDGE CONNECTIONS
- SEISMIC PERFORMANCE OF HOLLOW RECTANGULAR REINFORCED CONCRETE PIERS
WITH HIGHLY-CONFINED BOUNDARY ELEMENTS
PHASE I: FLEXURAL TESTS
PHASE II: SHEAR TESTS
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