Theory of Beam-Columns, Volume 2: Space Behavior and Design
Author:
Publisher: J. Ross Publishing
Keywords: design, ross, publishing, classics, behavior, space, beam, columns, volume, theory
Number of Pages: 752
Published: 2007-12-17
ISBN-10: 1932159770
ISBN-13: 9781932159776
Book Description:
Chen and Atsuta have extended their comprehensive work on the analysis of beam-columns into three dimensions in this second volume. They have systematically developed the full theory for steel and concrete elements up to their ultimate limit states. The theoretical refinements to cover the residual stesses, plasticity, local and overall buckling and their interaction are well set out.
-Jonathan Wood in New Civil Engineer
This second volume of a two-volume work discusses systematically the complete theory of space beam-columns. The book presents principles and methods of analysis for beam-columns in space, which should be the basis for structural design, and shows how these theories are applied for the solution of practical design problems. With the importance of the role of beam-columns in modern structures, this set of books will be invaluable to structural engineers, designers, specification writing bodies, and researchers.
An unabridged J. Ross Publishing republication of the edition published by McGraw-Hill, Inc., New York, 1977, 752pp.
Key Features
-Provides differential equations of beam-columns in space that are derived from general forms and are given in their corresponding elastic solutions
-Covers the plastic behavior of cross sections, strain hardening, elastic unloadings, and various numerical solution methods
-Includes design problems of plastic beam-columns in space that are solved applying various numerical methods: approximate deflection method, influence coefficient method, and others
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Anybody who has a reprint of ebook below?
Title: Groundwater modeling by the finite element method
Author: Jonathan D. Istok
Published: 1989-12
ISBN: 0875903177
Number of pages: 495
Posted by: w1000000 - 11-08-2010, 02:25 AM - Forum: Archive
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Dear friends,
I need two fib congress CD's. Can anybody upload them?
1- The Second fib Congress - 2006 June Naples Italy,
Two CD's containing articles in full and keynote speeches
2 - fib Symposium: Segmental Construction in Concrete - 2004 November New Delhi India.
Abstracts (219 pages)
Keynote speeches (142 pages)
CD: keynote speeches and all accepted papers
Are you have the book about : footfall response analysis?
Could you please upload?
I am calculating slab cantilever 3m spans. My senior requested me analyzed footfall response affecting the deflection of slab,
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Synopsis:
On the design and construction of tall buildings. Taranath emphasizes the stresses unique to such structures--chiefly lateral wind and seismic forces--and lateral bracing systems, such as rigid, semirigid, braced frame, staggered truss, belt and outrigger truss, and tube and cellular structure. Covers wind tunnel testing
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If you like this book, CivilEAs' staff strongly suggest you to buy it! Support the authors!
Moderator note:
The original thread (by toa011) mysteriously disappeared - we don't know what went wrong. It is just impossible to find it in the forum, so I've created (this) new thread and I'd like to ask toa011 and kowheng to renew their posts with the links to the book.
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Pipe Weight, Horizontal and Vertical Vessel Weight
CALCULATION OF INDIVIDUAL PIPE WEIGHTS
For Standard Weight (STD) Steel Pipe and Empty or Full of Contents, with/without Insulation, and with/without Ice Buildup
CALCULATION OF PIPE RACK WEIGHT
For Pipe Rack Using Standard Weight (STD) Steel Pipe and Empty or Full of Contents, with/without Insulation, and with/without Ice Buildup
CALCULATION OF VERTICAL TANK VOLUME AND WEIGHT
For Cylindrical Thin-Walled Tank with either Flat, Spherical, or Elliptical Top and either Flat, Spherical, Elliptical, or Conical Bottom
CALCULATION OF HORIZONTAL TANK VOLUME AND WEIGHT
For Cylindrical Thin-Walled Tank with either Flat, Elliptical, or Spherical Ends
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PILE GROUP ANALYSIS FOR RIGID PILE CAP
Using the Elastic Method for up to 25 Total Piles (For English Units) & (For Metric Units)
Using the Elastic Method for up to 75 Total Piles (For English Units) & (For Metric Units)
Using the Elastic Method for up to 300 Total Piles (For English Units) & (For Metric Units)
Using the Elastic Method for up to 400 Total Piles (For English Units) & (For Metric Units)
BEAM AND PUNCHING SHEAR CHECKS FOR PILE CAP for Single Corner Pile Per ACI 318-99 Code
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ECCENTRIC LOADS ON BOLT GROUPS - FOR ONE VERTICAL ROW
ECCENTRIC LOADS ON BOLT GROUPS - FOR TWO VERTICAL ROWS
ECCENTRIC LOADS ON BOLT GROUPS - FOR THREE VERTICAL ROWS
ECCENTRIC LOADS ON BOLT GROUPS - FOR FOUR VERTICAL ROWS
Based on the Instantaneous Center of Rotation Method and Alternate Method 2 Using Table XI from AISC 9th Ed. Manual (ASD)
BOLT GROUP ANALYSIS Using the Elastic Method for up to 25 Total Bolts
BOLT GROUP ANALYSIS Using the Elastic Method for up to 75 Total Bolts
BOLT STRESS ANALYSIS
For High-Strength Bolts Subject to Tension and/or Shear Per AISC 9th Edition Manual (ASD)
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