POLE FOUNDATION ANALYSIS
- For Free-Top Rigid Round Piers Using PCA/Czerniak Method Subjected Vertical Load, Horizontal Load, and/or Moment
- For Free-Top Round Piers Using UBC Method Subjected Vertical Load, Horizontal Load, and/or Moment
- For Free-Top Round Piers Using OAAA Method Subjected Vertical Load, Horizontal Load, and/or Moment
- For Free-Top Round Piers Embedded in Granular Soil Using USS/Teng Method Subjected Vertical Load, Horizontal Load, and/or Moment
- For Free-Top Rigid Round Piers Embedded in Cohesive Soil Using USS/Teng Method Subjected Vertical Load, Horizontal Load, and/or Moment
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This textbook integrates both design considerations of steel structures as well as the behavior on which the design specifications are based. Steel Structures: Behavior and LRFD is unique in that it has five introductory chapters: an Introduction to motivate student interest by showing and discussing actual steel projects; Chapter 2 presents a discussion of steels as a structural material; Chapter 3 provides a broad introduction to structures; Chapter 4 discusses loads acting on structures per ASCE Standards 7; and Chapter 5 explains calculations for simple examples.
The other unique feature is thorough coverage of connections. Connections are the most important and least understood components of steel structures. Chapters 6, 12, and 13 are devoted to this key topic.
Throughout the text, a web icon references readers to the book?s website, which contains extensive additional coverage of advanced topics. Instructor resources available on the website include: comprehensive Solutions Manual as well as tips on how to best use the text in your course. Student resources include: comprehensive list of equations, detailed list of symbols, and flowcharts.
Key Features
This text integrates both design of steel structures with behavior of steel by combining discussions of steel behavior and the implications for design.
Do you want your text to cover both behavior and design of steel?
Designers want to design for the real world (ie, how steel really acts in the real world), and without understanding how steel acts (behaves), a designer is limited. Therefore understanding both how steel acts AND how to design structures correctly is a huge benefit.
Utilizes 450 carefully drawn illustrations of structural systems, members, and bolted and welded joints.
Do you want your text to be highly illustrated to enhance student learning?
Designers are visual people. They like to see what a specific connector or beam or structure looks like. The author?s carefully drawn, detailed illustrations throughout the text highlight and enhance every chapter.
Uses the latest LRFD Steel Manual specifications; the LRFD Manual is used and extensively referenced throughout the text.
Students have access to the most current industry specifications.
Do you want your text to be based on the most current American Institute of Steel Construction specifications and manual?
120 well explained worked out example problems emphasizing the application of design concepts are included.
The solutions are based on the current edition of the LRFD specifications, and solved problems enable students to understand the entire design process.
Do you want your text to include numerous worked out example problems?
An accompanying website contains extensive advanced steel design and behavior coverage. These additional topics are closely integrated with the text.
Would you like to have access to advanced topics, on a conveniently organized website?
Students and professors who want to pursue more advanced topics will find the website to be an immense resource, and those who don?t want this advanced coverage will not have to skip around the text.
Table of Contents
1 Introduction
2 Steels
3 Structures
4 Design Loads and Design Philosophy
5 Structural Analysis and Computation of Required Strengths
6 Connectors
7 Tension Members
8 Axially Loaded Columns
9 Adequately Braced Compact Beams
10 Unbraced Beams
11 Members under Combined Forces
12 Joints and Connecting Elements
13 Connections
Appendix to Chapter 5: Introduction to Second-Order Moments
Scanned Documents - 34,9Mb files
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Proceedings of the International Conference on Oil and the Environment,
Scotland 1980 held in the Pollock Halls, University of Edinburgh, 28
September–1 October
Edited by
WILLIAM J.CAIRNS and PATRICK M.ROGERS
W.J.Cairns and Partners, Environmental Consultants
APPLIED SCIENCE PUBLISHERS LTD
ISBN 0203210174
Size of file: 3.14 mb
305 pages
there are five main topics in this proceeding. they are NORTH SEA COASTAL LANDS, OIL, STRATEGY AND DEVELOPMENT, PLANNING, LAND AND COMMUNITY, HAZARDS AND CONTROL and ISSUES, LESSONS AND CONCLUSIONS
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#Title: Finite deformation of an elastic solid (Applied mathematics series)
#Author: Francis D Murnaghan
# Publisher: Wiley; First Edition edition (1951)
# Language: English
# ASIN: B0006ASV78
Theory of Beam-Columns, Volume 1 : In-Plane Behavior and Design
By Wai-Fah Chen & Toshio Atsuta
Softcover, 6x9, 513 Pages
ISBN: 978-1-932159-76-9
November 2007
About the Item:
This is the first volume of a two-volume work presenting the basic theoretical principles, methods of analysis in obtaining the solutions of beam-columns, and developments of theories of biaxially loaded beam-columns, and to show how these theories can be used in the solution of practical design problems. After presenting the basic theory the authors proceed to solutions of particular problems. Both refined and simplified design procedures, along with their limitations, are presented. It is left to the engineer to choose among them as he sees fit.
An unabridged J. Ross Publishing republication of the edition published by McGraw-Hill, Inc., New York, 1976, 513pp.
About J. Ross Publishing Classics
J. Ross Publishing Classics are world-renowned texts and monographs written by preeminent scholars. These books have been widely read, discussed, and cited in the literature since their inaugural publications but unavailable for some time to students, researchers, professionals, and libraries. J. Ross Publishing is proudly making these valuable references and texts available once again.
ISBN 10: 1-932159-76-2
Key Features:
Discusses the complete theory of beam-columns from the most elementary to the most advanced state of development
Various methods of solution are presented which are best suited for the types of beam-column problems
Numerical results are given in terms of tables, charts, and diagrams which furnish values of critical loads for various beam-column problems
About the Author(s):
Dr. Wai-Fah Chen was Professor and Dean of the College of Engineering at the University of Hawaii from 1999 to 2006. From 1976 to 1999, he was Head of the Department of Structural Engineering at Purdue University and George E. Goodwin Distinguished Professor of Civil Engineering; prior to that he taught at Lehigh University. The author of more than 300 peer-reviewed publications and author or co-author of 20 books, his primary areas of research are constitutive modeling of engineering materials, soil and concrete plasticity, structural connections, and structural stability. He received his Ph.D. from Brown University. He is a member of the U.S. National Academy of Engineering and an Honorary member of the American Society of Civil Engineers.
Dr. Toshio Atsuta has been Vice President of the New Industry Research Organization, Kobe, Japan since 2003. The organization was established to revitalize the regional industry damaged through the big earthquake in Kobe in 1995. He graduated from the University of Tokyo in 1963 with his B.S. in Naval Architecture where he worked until 1965 as research associate in Civil Engineering. Then he went to Kawasaki Heavy Industries, Ltd. and worked for the Technical Institute until 2003 when he retired as director of the company. In 1969, Kawasaki sent him to Lehigh University. There he received his M.S. in 1970, and his PhD in 1972, both in Civil Engineering. His doctoral work at Lehigh University covered almost the entire subject of beam-column analysis, i.e., behavior of cross-sections and beam-columns in elastic-plastic regimes under in-plane or biaxial loading conditions.
Table of Contents:
Chapter 1 — Introduction
Chapter 2 — Stress-Strain Relations
Chapter 3 — Elastic Stability of Columns
Chapter 4 — Special Topics in Elastic Stability of Columns
Chapter 5 — Moment-Curvature Relations of Column Segments
Chapter 6 — Plastic Buckling of Columns
Chapter 7 — Analysis of Elastic and Plastic Beam-Columns
Chapter 8 — Deflection Method for Plastic Beam-Columns
Chapter 9 — Curvature Method for Plastic Beam-Columns
Chapter 10 — Curvature Method—Column Curvature Curves
Chapter 11 — Curvature Method—Examples
Chapter 12 — Moment Method and Others for Plastic Beam-Columns
Chapter 13 — Approximate Methods for Ultimate Strength of Beam-Columns
Chapter 14 — Design of Columns and Beam-Columns
Chapter 15 — Probabilistic Analysis of Column Strength
Answers to Some Selected Problems
Author Index
Subject Index
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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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