Posted by: quatermain - 01-17-2011, 08:16 AM - Forum: Archive
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Hello,
I am looking for the book:
PRESTRESSED CONCRETE DESIGN AND PRACTICE
VERNON MARSHALL
JOHN M. ROBBERTS
Concrete Society of Southern Africa
Prestressed Concrete Division
Midrand, South Africa
I have only 178 pages from that book and its only 4 chapters.
TOC contains 11 chapters and appendixes.
The examples are based on Eurocode 0, Eurocode 1 and Eurocode 3, Part 1-3 [16]. Some additional detail
checks are made according to Swedish code for light-gauge metal structures, StBK-N5 [5]
The calculations in the following examples are set out in detail. In most cases, the designer can make
simplifications when he/she has learned by experience which checks are not usually critical.
The examples are worked out in the mathematics program Mathcad, version 2000i. Some of the operators and
notations used in the examples are explained below.
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Posted by: mowafi3m - 01-17-2011, 07:32 AM - Forum: Steel
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Portal frame - eaves moment connection (example )
This example presents a method for calculating the moment resistance and the shear resistance of an eaves moment connection, as well as the design of welds. For the calculation of the moment resistance a simplified conservative method is used, which makes possible to avoid the calculation of bolt row groups. The connection is a Category A: Bearing type bolted connection using non-preloaded bolts.
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Design of Steel Framed Buildings without Applied fire Protection
Author: C G Baiely & G M Newman & W I Simms | Size: 1.02 MB | Format:PDF | Publisher: the steel construction institute | Year: 1999 | pages: 93 | ISBN: 1-85942-062-1
this book is protected
no print , edit , or copy
if you have ( Adobe Acrobat pro.) you can remove the file protection
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This part of PD 8010 gives recommendations for and guidance on the design, selection, specification and
use of materials, routing, land acquisition, construction, installation, testing, operation, maintenance and
abandonment of land pipeline systems constructed from steel. The principles of this part of PD 8010 apply
to new pipelines and major modifications to existing pipelines. It is not intended to replace or duplicate
hydraulic, mechanical or structural design manuals.
This part of PD 8010 is applicable to pipelines that may be used to carry oil, gas and other substances that
are hazardous by nature of being explosive, flammable, toxic, reactive, or liable to cause harm to persons
or to the environment. It covers pipelines operating at temperatures between a range of –25 °C and +120 °C
inclusive.
The extent of pipeline systems covered by this part of PD 8010 is shown in Figure 1.
NOTE Annex A shows the full range of onshore oil and gas pipeline systems covered by this part of PD 8010.
This part of PD 8010 does not give recommendations for subsea pipelines, which are covered in PD 8010-2.
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By
Roger Ohayon, Conservatoire National des Arts et Metiers (CNAM), Paris, France
Christian Soize, Office National d'Etudes et de Recherche Aerospatiales (ONERA), Chatillon, France
Structural Acoustics and Vibration presents the modeling of vibrations of complex structures coupled with acoustic fluids in the low and medium frequency ranges. It is devoted to mechanical models, variationalformulations and discretization for calculating linear vibrations in the frequency domain of complex structures. The book includes theoretical formulations which are directly applicable to develop computer codes for the numerical simulation of complex systems, and gives a general scientific strategy to solve various complex structural acoustics problems in different areas such as spacecraft, aircraft, automobiles, and naval structures. The researcher may directly apply the material of the book to practical problems such as acoustic pollution, the comfort of passengers, and acoustic loads induced by propellers.Structural Acoustics and Vibration considers the mechanical and numerical aspects of the problem, and gives original solutions to the predictability of vibrations of complex structures interacting with internal and external, liquid and gaseous fluids. It is a self-contained general synthesis with a didactic presentation and fills the gap between analytical methods applied to simple geometries and statistical methods, which are useful in high frequency structural acoustic problems.
Audience:
Post-graduate and post-doctoral students, researchers, and engineers in applied, computational, and structural mechanics; vibrations, structural dynamics, and acoustics; aerospace, naval and civil engineering, and the automotive industry.
Contents:
A Strategy for Structural-Acoustic Problems. Basic Notions on Variational Formulations. Linearized Vibrations of Conservative Structures and Structural Modes. Dissipative Constitutive Equation for the Master Structure. Master Structure Frequency Response Function. Calculation of the Master Structure Frequency Response function in the LF Range. Calculation of the Master Structure Frequency Response Function in the MF Range. Reduced Model in the MF Range. Response to Deterministic and Random Excitations. Linear Acoustic Equations. Internal Acoustic Fluid Formulation for the LF and MF Ranges. External Acoustic Fluid: Boundary Integral Formulation for the LF and MF Ranges. Structural-Acoustic Master System in the LF Range. Structural-Acoustic Master System in the MF Range. Fuzzy Structure Theory. Appendix: Mathematical Notations. References. Subject Index. Symbol Index.
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RECOMMENDATIONS FOR SEISMIC DESIGN OF HYBRID COUPLED WALLS
Author: AMERICAN SOCIETY OF CIVIL ENGINEERS | Size: 1.11 MB | Format:PDF | Publisher: AMERICAN SOCIETY OF CIVIL ENGINEERS | Year: unknown | pages: 113 | ISBN: unknown
Reinforced concrete (RC) coupled wall systems, where RC beams couple two or more RC walls in series are frequently used in medium and high-rise construction. The benefits of coupling in such systems are well recognized and understood. The coupling beams provide transfer of vertical forces between adjacent walls, which creates a frame-like coupling action that resists a portion of the total overturning moment induced by the seismic action. This coupling action has three major beneficial effects. First, it reduces the moments that must be resisted by the individual wall piers resulting in a more efficient structural system. Secondly, it provides a means by which seismic energy is dissipated over the entire height of the wall system as the coupling beams undergo inelastic deformations. A final important advantage of a coupled wall system is that it has a lateral stiffness that is significantly greater than the sum of its component wall piers permitting a reduced footprint for the lateral load resisting system.
The structural response of coupled walls is, however, complicated by the fact that the system is comprised of components that exhibit significantly different ductility demands. Figure 1 shows the idealized lateral force-deformation response of a coupled wall structure as the sum of the individual cantilever pier flexural responses and the frame-like response of the coupling action provided by the beams. In contrast to the walls, the coupling beams must undergo significant inelastic deformations in order to allow the structure to achieve its lateral yield strength, RT. As the system continues to deform laterally in a ductile manner, the wall ductility ratio, defined as the ratio of the ultimate deformation to that at yield, is significantly smaller than that of the beams. If the beams are unable to cope with the high ductility demands imposed upon them, the coupling action deteriorates leading to a drop in the lateral resistance and a dramatic change in the dynamic properties as the system eventually degenerates into two (or multiple) independent, uncoupled wall piers.
The shear force and deformation demands expected on coupling beams during a design-level seismic event, coupled with their low span-to-depth ratio and the degradation of shear resisting mechanisms attributed to concrete under load reversals, have led designers to provide special diagonal reinforcement detailing for and in the vicinity of RC coupling beams (ACI 2005). This special reinforcement complicates erection, potentially increasing both construction time and cost. Furthermore, the limited shear capacity of RC coupling beams often requires designers to provide impractically deep members (Harries et al. 2005). To mitigate these problems, some engineers have turned to structural steel coupling beams as an alternative to reinforced concrete beams. The resulting structural system is referred to as a hybrid coupled wall (HCW) system and
is the subject of this report.
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