Rebar Fixing Design Worksheet
Anchoring Design Worksheet
By WELFIX
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I need the paper:
"G. Mesri; A. Rokhsar; B. F. Bohor. (1975). Composition and compressibility of typical samples of Mexico City clay. Geotechnique. Volume 25, Issue 3, 01 September 1975 , pages 527 –554 , ISSN: 0016-8505, E-ISSN: 1751-7656."
Can anyone help me?
Thank in advance.
Design of Guyed Electrical Transmission Structures
Manual of practice (MoP) 91
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Guidelines for Seismic Evaluation and Design of Petrochemical Facilities
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Wind Loads and Anchor Bolt Design for Petrochemical Facilities
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Dynamic stiffness of foundation on layered soil half-space using cone frustums
Author: John P. Wolf, Jethro W. Meek2 | Size: 1 MB | Format:PDF | Quality:Original preprint | Publisher: Wiley Online Library | Year: 1994 | pages: 17
Approximate dynamic-stiffness coefficients of a disk on the surface of a single layer on a half-space may be calculated using cone models. This concept is generalized to the case of a horizontally stratified site consisting of many layers on a homogeneous half-space. After constructing the so-called ‘backbone cone’ determining the radii of the disks at all interfaces, the dynamic-stiffness matrices of the layers (modelled as cone frustums) and the dynamic-stiffness coefficient of the underlying half-space (modelled as a cone) are assembled to that of the site. The dynamic-stiffness matrix of a layer is a complex-valued function of frequency because radiation of energy in the horizontal direction is considered. In this model of the layered half-space the properties of the cone reproduce themselves (cloning). The advantages of using cone models are also present for the layered half-space; in particular, no transformation to the wave-number domain is performed.
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As software skills rise to the forefront of design concerns, the art of structural conceptualization is often minimized. Structural engineering, however, requires the marriage of artistic and intuitive designs with mathematical accuracy and detail. Computer analysis works to solidify and extend the creative idea or concept that might have started out as a sketch on the back of an envelope.
From Sketches on the Back of an Envelope to Elegant, Economical Buildings—The Art of Structural Conceptualization
Bridging the gap between the conceptual approach and computer analysis, Structural Analysis and Design of Tall Buildings: Steel and Composite Construction integrates the design aspects of steel and composite buildings in one volume. Using conceptual thinking and basic strength of material concepts as foundations, the book shows engineers how to use imperfect information to estimate the answer to larger and more complex design problems by breaking them down into more manageable pieces.
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The attached notes are a preliminary, simplified description of the interpretation, use and design methods for Cone Penetration Testing (CPTs) in Ground Engineering.
Detailed analysis of CPTs can be a complex subject and a number of papers have been written on this subject. A number of these papers have been summarised to some extent in A.C. Meigh's book "Cone Penetration Testing - Methods and Interpretation" (Ref. 1) and reference should be made to this for a more detailed study of the subject.
It is hoped that the following notes give a simplified introduction to CPTs and takes away some of the myth of the "Black Art"; thereby allowing the average design engineer to appreciate the benefits of CPTs and their use in everyday Ground Engineering working situations.
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