Are there anybody have ebook named "Handbook on Design of Piles and Drilled Shafts Under Lateral Load"? BY US Department of Transportation, 1984. Pls upload.
Posted by: Vladimir - 11-26-2010, 03:56 AM - Forum: EN
- Replies (2)
Fire Resistance Tests
EN 1363-1:1999 - Fire resistance tests. General requirements
EN 1363-2 - Fire Resistance Tests - Part 2: Alternative and Additional Procedures
EN 1364-1:1999, Fire resistance tests for non-loadbearing elements — Part 1: Walls
EN 1364-2, Fire resistance tests for non-loadbearing elements — Part 2: Ceilings
EN 1364-3:2006 - Fire resistance tests for non-loadbearing elements. Curtain walling. Full configuration (complete assembly)
EN 1364-4:2007 - Fire resistance tests for non-loadbearing elements. Curtain walling. Part configuration
EN 1364-5 Fire resistance tests for non-loadbearing elements Semi-natural fire test for facades and curtain walling systems
EN 1365-1:1999 - Fire resistance tests for loadbearing elements. Walls
EN 1365-2, Fire resistance tests for loadbearing elements — Part 2: Floors and roofs
EN 1365-3-2000 - Fire resistance tests for loadbearing elements. Part 3. Beams
EN 1365-4:1999 - Fire resistance tests for loadbearing elements. Columns
EN 1365-5:2004 - Fire resistance tests for loadbearing elements. Balconies and walkways
EN 1365-6:2004 - Fire resistance tests for loadbearing elements. Stairs
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In 1993, the author, in a paper “Myths and Fallacies in Earthquake Engineering” which received some notoriety and several major awards, critically examined a number of fundamental principles on which seismic design of structures is based, and concluded that many were deeply flawed. In this monograph, a number of these principles are reviewed in more detail, and in the lights of ten years progress in research and design philosophy. Detailed information on the elastic stiffness of reinforced concrete members is given. It is shown that strength and stiffness are directly proportional, and hence the current practice of allocating strength in proportion to assumed values of stiffness is irrational. The use of 3-D multi-modal elastic analyses is shown to be inadequate to describe higher mode or torsional effects in inelastic systems, despite these being the rationale for the use of this design approach. Seismic design of structures using precast concrete with unbonded prestressing reinforcement is examined in some detail. It is shown, based on both analytical and experimental evidence that despite having low hysteretic energy absorption characteristics, seismic performance is superior to systems with the conventionally recognised ideal of high hysteretic damping. Finally, progress in development of a simple and rational seismic design procedure based on displacement rather than force considerations, which was first introduced in the 1993 paper, is presented in some detail. Some unusual conclusions resulting from application of the displacement-based design logic are presented.
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Author: John Bird and Carl Ross | Size: 2,59 MB | Format:PDF | Publisher: Newnes | Year: 2002 | pages: 299 | ISBN: ISBN 0 7506 5228 4
This book John Bird and Carl Ross introduce mechanical principles and technology through examples and applications - enabling students to develop a sound understanding of the principles needed by professional engineers and technicians. No previous background in engineering is assumed and theoretical concepts are supported by over 600 problems and worked example.
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GSLIP is a Visual Basic for Applications (VBA) solution for performing Newmark –type
sliding block analyses quickly and easily within Microsoft Excel. Given a yield
acceleration, a time history file is numerically integrated twice to obtain block
displacement.
GSLIP is designed to require little to no preformatting of most earthquake input files, and
outputs a formatted summary table as well as the most commonly requested chart types:
· Acceleration vs. Time (Time History)
· Block Velocity vs. Time
· Block Displacement vs. Time
· Acceleration, Block Velocity, and Block Displacement vs. Time (3 charts on one sheet)
· Total Block Displacement vs. Yield Acceleration
Input and output units are flexible (both English and metric systems), and the software
will automatically scale the input acceleration to a desired level and determine which
direction (positive or negative) results in a higher displacement, if desired. Because the
software is integrated with Microsoft Excel, modifying or adding charts is easy.
This spreadsheet is not free. But fortunately, as you work with program you see that when the 5 number of trial runs finish, you can go to input panel by hitting the cancel button two times.
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ANSI A202.1 Metal Bar Grating - WITHDRAWN, Replaced by NAAMM MBG 531
ANSI/NAAMM MBG 531-00 (Sixth Edition) February 21, 2001
Metal bar grating manual, for steel, stainless steel and aluminium gratings and stair treads
ANSI/NAAMM MBG 532-00 (Fourth Edition) November 14, 2000
Heavy duty metal bar grating manual, for structural carbon steel and stainless steel
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Seismic Slope Displacement Spreadsheet Based on Bray and Travasarou 2007 Model
Size: 270 KB
In this spreadsheet "Simplified Procedure for Estimating Earthquake Induced Deviatoric Slope Displacements" proposed by Bray and Travasarou 2007 is implemented.
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