<![CDATA[Civil Engineering Association

<![CDATA[Civil Engineering Association - Steel]]> https://forum.civilea.com/ Fri, 24 Apr 2026 12:53:38 +0000 MyBB <![CDATA[Modelling Steel and Composite Structures]]> https://forum.civilea.com/thread-57489.html Tue, 25 Apr 2023 13:57:35 +0300 TAFATNEB]]> https://forum.civilea.com/thread-57489.html Modelling Steel and Composite Structures

Author(s)/Editor(s): Pedro Colmar Gonçalves da Silva Vellasco, Luciano Rodrigues Ornelas De Lima, Sebastião Arthur Lopes De Andrade, Marley Maria Bernardes Rebuzzi Vellasco and Luís Alberto Proença Simões da Silva . | Size: 58.5 MB| Format: PDF| Publisher: Butterworth-Heinemann | Year: 2017| pages: 463 | ISBN: 9780128135693

Modeling Steel and Composite Structures explains the computational tools, methods and procedures used to design steel and composite structures. The reference begins with the main models used to determine structural behavior. This is followed by a detailed description of experimental models and their main requirements and care. Numerous simulations presenting non-linear response are illustrated as are their restrictions in terms of boundary conditions, main difficulties, solution strategies and methods adopted to surpass convergence difficulties. In addition, examples of the use of computational intelligence methods to simulate steel and composite structures response are presented.

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]]> <![CDATA[Cold-Formed Tubular Members and Connections. Structural Behaviour and Design]]> https://forum.civilea.com/thread-57487.html Tue, 25 Apr 2023 13:48:10 +0300 TAFATNEB]]> https://forum.civilea.com/thread-57487.html Cold-Formed Tubular Members and Connections. Structural Behaviour and Design

[img] https://pic.civilea.com/images/10372471545396593740.jpg[/img]

Cold formed structural members are being used more widely in routine structural design as the world steel industry moves from the production of hot-rolled section and plate to coil and strip, often with galvanised and/or painted coatings. Steel in this form is more easily delivered from the steel mill to the manufacturing plant where it is usually cold-rolled into open and closed section members.
This book not only summarises the research performed to date on cold form tubluar members and connections but also compares design rules in various standards and provides practical design examples .

Description:
Content:
Preface, Pages v-vi
Notation, Pages xi-xiv
Chapter 1 - Introduction, Pages 1-14
Chapter 2 - Cold-Formed Tubular Sections, Pages 15-34
Chapter 3 - Members Subjected to Bending, Pages 35-66
Chapter 4 - Members Subjected to Compression, Pages 67-89
Chapter 5 - Members Subjected to Bending and Compression, Pages 91-116
Chapter 6 - Members Subjected to Concentrated Forces, Pages 117-148
Chapter 7 - Tension Members and Welds in Thin Cold-Formed Tubes, Pages 149-178
Chapter 8 - Welded Connections Subjected to Fatigue Loading, Pages 179-206
Chapter 9 - Recent Developments, Pages 207-235
Subject Index, Pages 237-238

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[img] https://pic.civilea.com/images/10372471545396593740.jpg[/img]

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]]> <![CDATA[Behaviour and Design of Steel and Composite Connections in Fire]]> https://forum.civilea.com/thread-57299.html Tue, 10 Jan 2023 02:16:03 +0200 carolinandra]]> https://forum.civilea.com/thread-57299.html Behaviour and Design of Steel and Composite Connections in Fire

Under fire conditions, the strong interactions in structures result in different load carrying mechanisms and drastic redistributions of internal forces in structural members, which are concentrated at and transferred via connections. Fire safety depends on the performance of these connections, including their temperature distribution and load-carrying mechanisms, and good performance ensures structural robustness in fire.

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]]> <![CDATA[Steel Plate Shear Walls with Gravity Load: Theory and Design]]> https://forum.civilea.com/thread-56871.html Mon, 14 Feb 2022 14:55:05 +0200 carolinandra]]> https://forum.civilea.com/thread-56871.html Steel Plate Shear Walls with Gravity Load: Theory and Design Steel Plate Shear Walls with Gravity Load: Theory and Design

This book is written by subject experts based on the recent research results in steel plate shear walls considering the gravity load effect. It establishes a vertical stress distribution of the walls under compression and in-plane bending load and an inclination angle of the tensile field strip. The stress throughout the inclined tensile strip, as we consider the effect of the vertical stress distribution, is determined using the von Mises yield criterion. The shear strength is calculated by integrating the shear stress along the width. The proposed theoretical model is verified by tests and numerical simulations. Researchers, scientists and engineers in the field of structural engineering can benefit from the book. As such, this book provides valuable knowledge, useful methods, and practical algorithms that can be considered in practical design of building structures adopting a steel shear wall system.

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]]> <![CDATA[Design of steel bins for storage of bulk solids]]> https://forum.civilea.com/thread-56700.html Fri, 31 Dec 2021 11:44:14 +0200 zrilek]]> https://forum.civilea.com/thread-56700.html

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std forum pwd]]> <![CDATA[Steel Structures Design; For Lateral and Vertical Forces]]> https://forum.civilea.com/thread-56495.html Mon, 13 Sep 2021 23:48:58 +0300 carolinandra]]> https://forum.civilea.com/thread-56495.html Steel Structures Design. For Lateral and Vertical Forces 2nd edition

A Thoroughly Updated Guide to the Design of Steel Structures

This comprehensive resource offers practical coverage of steel structures design and clearly explains the provisions of the 2015 International Building Code, the American Society of Civil Engineers ASCE 7-10, and the American Institute of Steel Construction AISC 360-10 and AISC 341-10. Steel Structures Design for Lateral and Vertical Forces, Second Edition, features start-to-finish engineering strategies that encompass the entire range of steel building materials, members, and loads. All techniques strictly conform to the latest codes and specifications. A brand new chapter on the design of steel structures for lateral loads explains design techniques and innovations in concentrically and eccentrically braced frames and moment frames. Throughout, design examples, including step-by-step solutions, and end-of-chapter problems using both ASD and LRFD methods demonstrate real-world applications and illustrate how code requirements apply to both lateral and vertical forces.

This up-to-date Second Edition covers:

· Steel Buildings and Design Criteria
· Design Loads

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]]> <![CDATA[Steel Corrosion and Degradation of its Mechanical Properties]]> https://forum.civilea.com/thread-56408.html Sat, 07 Aug 2021 08:37:27 +0300 poolmand]]> https://forum.civilea.com/thread-56408.html Steel Corrosion and Degradation of its Mechanical Properties

Author(s)/Editor(s): Chun-Qing Li, Wei Yang | Size: 15 MB | Format: PDF | Quality: Unspecified | Publisher: CRC Press | Year: September 20, 2021 | pages: 238 Pages 87 B/W Illustrations | ISBN: 9780367635862

This book presents the state-of-the-art-knowledge on corrosion of steel, cast iron and ductile iron with a focus on corrosion-induced degradation of their mechanical properties. The information presented in the book is largely derived from the most current research on the effect of corrosion on degradation of mechanical properties. The book covers the basics of steel corrosion, including that of cast iron and ductile iron, that are not well covered in most literature. Models for corrosion-induced degradation of mechanical properties are presented in the book with a view to wider applications. The knowledge presented in the book can be used to prevent corrosion-induced failures of corrosion-affected structures, offering enormous benefits to the industry, business, society and community.

Key strengths of the book are that it can be employed by a variety of users for different purposes in designing and assessing corrosion-affected structures, and that the knowledge and techniques presented in the book can be easily applied by users in dealing with corrosion-affected structures, and the uniqueness in examining the corrosion effect on degradation of various mechanical properties.

With examples of practical applications, the book is particularly useful for all stakeholders involved in steel manufacturing and construction, including engineering students, academicians, researchers, practitioners and asset managers.

Table of Contents
Introduction.
Basics of Steel Corrosion.
Corrosion Impact on Mechanical Properties of Steel.
Corrosion Impact on Mechanical Properties of Cast Iron and Ductile Iron.
Other Corrosion Damages.
Practical Application and Future Outlook

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]]> <![CDATA[Behavior and Design of High-Strength Constructional Steel]]> https://forum.civilea.com/thread-56282.html Wed, 12 May 2021 22:47:21 +0300 carolinandra]]> https://forum.civilea.com/thread-56282.html Behavior and Design of High-Strength Constructional Steel

Author(s)/Editor(s): Guo-Qiang Li, Yan-Bo Wang | Size: 85.5 MB | Format: PDF | Quality: Unspecified | Publisher: Woodhead Publishing | Year: 2020 | pages: 645 | ISBN: ISBN-13: 978-0081029312 ISBN-10: 0081029314

Behavior and Design of High-Strength Constructional Steel presents readers with extensive information on the behavior of high-strength constructional steels, providing them with the confidence they need to use them in a safe and economic manner to design and construct steel structures. The book includes detailed discussions on the mechanical properties of HHS while explaining the latest progress in research and design guidelines, including material properties at ambient and elevated temperatures. In addition, the book explains the behavior of elementary members subject to different types of loads and load combinations, and those that are integral to the design of bolted and welded connections.

The hysteretic behavior of HHS materials and members are also discussed. This is critical for application and designs under earthquakes and fire conditions. The buckling behaviors of HSS box-section and H-section columns are included in terms of experimental and numerical investigations, along with the geometric imperfection induced by welding.

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]]> <![CDATA[Structural Steel Designer's Handbook 6th Edition]]> https://forum.civilea.com/thread-56148.html Fri, 15 Jan 2021 10:37:22 +0200 sabooryan]]> https://forum.civilea.com/thread-56148.html Structural Steel Designer's Handbook 6th Edition

Author(s)/Editor(s): by Roger Brockenbrough (Author), Frederick Merritt (Author) | Size: 35 MB | Format: PDF | Quality: Original preprint | Publisher: McGraw-Hill Education | Year: 2019 | pages: 816 | ISBN: 1260440796 - 978-1260440799

A fully updated source for structural steel design information

Thoroughly revised for the latest advances, this comprehensive resource contains information essential to the design of steel structures. The book lays out the fundamentals of structural steel fabrication and erection followed by detailed design methods for steel beams, columns, tension components, roof systems, and connections. Design examples throughout the book clearly demonstrate how to apply complex code provisions in the field. You will get clear explanations of AISC 360-16, the AASHTO Standard Specification for Structural Steel Bridges, the AISI Cold-Formed Steel Standards, ASCE 7-16, and the 2018 IBC.

Structural Steel Designer's Handbook, Sixth Edition, covers:

• Properties of structural steels
• Effects of steelmaking and fabrication
• Fabrication and erection
• Connections
• Building codes, loads, and fire protection
• Criteria for building design
• Design of building members
• Floor and roof systems
• Lateral-force design
• Cold-formed steel design
• Highway bridge design criteria
• Beam, girder, and truss bridges
• Arch and cable-suspended bridges
CONTRIBUTORS
Roger L. Brockenbrough, P.E., F.ASCE President, R. L. Brockenbrough & Associates, Inc., Pittsburgh, Pennsylvania (Chaps.
1, 5, 9)
Matthew A. Bunner, P.E. Vice President and Senior Professional Associate, HDR Engineering, Inc., Pittsburgh, Pennsylvania (Chap. 13)
Daniel A. Cuoco, P.E., F.ASCE Formerly, President and Chief Executive Officer, Thornton Tomasetti, Inc., New York, New York (Chap. 7)
David Goodyear, P.E., S.E., P.Eng. Senior Vice President and Chief Bridge Engineer, T. Y. Lin International, Olympia,Washington (Chap. 14)
Michael A. Grubb, P.E. Executive Director, M. A. Grubb and Associates, LLC, Wexford, Pennsylvania (Chap. 10)
Ali A. K. Haris, Ph.D., P.E. President, Haris Engineering, Inc., Overland Park, Kansas (Chap. 6)
Kaise Haris Structural Engineer, Haris Engineering, Inc., Overland Park, Kansas (Chap. 6)
Alfred Hedefine, P.E. Formerly, President, Parsons Brinckerhoff Quade & Douglas Inc., New York, New York (Chap. 11)
Nestor R. Iwankiw, Ph.D., P.E., S.E. Jensen Hughes, Chicago, Illinois (Chap. 4)
Leonard Joseph, P.E., S.E. Principal, Thornton Tomasetti, Inc., Los Angeles, California (Chap. 7)
R. A. LaBoube, Ph.D., P.E. Curators' Distinguished Teaching Professor Emeritus, Department of Civil, Architectural, and Environmental Engineering, Missouri University of Science & Technology, Rolla, Missouri (Chap. 9)
Kevin A. Mueller, Ph.D. Jensen Hughes, Chicago, Illinois (Chap. 4)
Larry S. Muir, P.E. Structural Steel Consultant (Chap. 3)
Christopher Pinto, P.E. Associate Principal, Thornton Tomasetti, Inc., New York, New York (Chap. 7)
Walter Podolny, Jr., Ph.D., P.E. Formerly, Senior Structural Engineer, Office of Bridge Technology, Federal Highway Administration, U.S. Department of Transportation, Washington, D.C. (Chap. 14)
Charles W. Roeder, Ph.D., P.E. Professor of Civil Engineering, University of Washington, Seattle, Washington (Chap. 8)
Francesco M. Russo, Ph.D., P.E. Vice President and Technical Director, Bridge Engineering, Michael Baker International,Philadelphia, Pennsylvania (Chap. 10)
Thomas Schlafly Chief of Engineering Staff, American Institute of Steel Construction, Chicago, Illinois (Chap. 2)
Mahir Sen, P.E. Technical Principal, WSP USA, Inc., Lawrenceville, New Jersey (Chap. 11)
Todd J. Stephens, P.E. Senior Engineer, Modjeski and Masters, Inc., Mechanicsburg, Pennsylvania (Chap. 12)
Gregory R. Stolowski, P.E. Senior Structural Engineer, WSP USA, Inc., Lawrenceville, New Jersey (Chap. 11)
Vanessa L. Storlie, P.E. Senior Engineer, Modjeski and Masters, Inc., Mechanicsburg, Pennsylvania (Chap. 12)
John Swindlehurst, P.E. Formerly, Senior Professional Associate, Parsons Brinckerhoff Quade & Douglas Inc., Newark, New Jersey (Chap. 11)
William A. Thornton, Ph.D., P.E., NAE Corporate Consultant, Cives Corporation, Alpharetta, Georgia (Chap. 3)
Kenneth J. Wright, P.E. Senior Vice President and Senior Professional Associate, HDR Engineering, Inc., Pittsburgh,Pennsylvania (Chap. 13)

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]]> <![CDATA[Up and Running with Autodesk Advance Steel 2019 Volume 1 & 2 (2 vols)]]> https://forum.civilea.com/thread-56100.html Sun, 27 Dec 2020 23:04:47 +0200 sabooryan]]> https://forum.civilea.com/thread-56100.html Up and Running with Autodesk Advance Steel 2019 Volume 1 & 2 (2 vols)

Author(s)/Editor(s): Deepak Maini | Size: 670 MB | Format: PDF | Quality: Original preprint | Publisher: CreateSpace Independent Publishing Platform | Year: 2018 | pages: 801 +334 | ISBN: 1720409609 - 978-1720409601 - 1720409471 - 978-1720409472

This textbook covers in detail the tools that are used to create a 3D structural model. Real-world industry examples are specially chosen for the structural steel detailing and BIM industry. The author has specifically covered a number of pain-points that the users face on day-to-day basis in their work.

The following are some of the salient features of this textbook:

Complimentary access to videos of all tutorials in the book.
Covers Imperial units based on English US installation and Metric units based on English Australia installation.
640 pages of in-depth coverage of the tools to create 3D structural model from scratch.
Around 400 pages of tutorials on real-world Structural and Building models.
Detailed discussion of the Basic and Extended Modeling tools such as Portal/Gable Frames, Purlins, Trusses, Cage Ladders, Straight Stairs, Spiral Stairs, Hand-railings, and so on.
Detailed coverage of the Connection Vault to insert various types of connections.
Detailed coverage of how to create and save custom connections.
“What I do” tips describing some real world challenges that Advance Steel users face and the author’s approach in those situations.
Tips and Notes providing additional information about the topic in discussion.
End of chapter skill evaluation to review the concepts learnt in the chapter.

The following free teaching resources are available for faculty:

PowerPoint slides of every chapter in the textbook.
Answers to the Class Test Questions.
Help for designing the course curriculum.

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]]> <![CDATA[Plastic design of low-rise frames]]> https://forum.civilea.com/thread-56046.html Tue, 06 Oct 2020 06:46:31 +0300 malc]]> https://forum.civilea.com/thread-56046.html Plastic Design of Low Rise Frames

Author(s)/Editor(s): Michael Rex Horne, Linden J. Morris | Size: 89 MB | Format: PDF | Quality: Scanner | Publisher: GRANADA PUBLISHING | Year: 1981 | pages: 250 | ISBN: 978-0246111999

The technique of plastic design has many advantages over the traditional elastic design technique. The methodology was developed in large part by M. R. Horne and his co-workers, and first came into wide-spread practical application in Britain. With the publication of this book, American designers and engineers will be given easy access to the latest developments in the theory and practice of plastic design. The advantages of this technique for simple beam systems and single-story buildings are onsiderable: plastic design represents a more rational approach and the analysis can be ccomplished quickly and directly, and it facilitates economies in the use of materials. Moreover, the methods can be readily extended to buildings that are several stories (four or five) high. The first chapter reviews the undamental methods of plastic analysis. Following chapters take up such topics as plastic moment distribution, modifying factors in plastic bending, frame stability and deflections (including the destabilizing effects of column axial loads on frames), the rigid-plastic behavior of a frame, and the lastic-plastic behavior of frames. A final chapter explains various practical onsiderations, such as joint design and the stiffening effects of cladding. All the chapters are linked so that the flow of the presentation is even throughout. The book considers whole structures as well as the behavior of various elements. Numerous worked examples are presented, some of which are taken from actual designs. M. R. Horne is Beyer Professor of Civil Engineering at the University of Manchester and author of Plastic Theory of Structures. L. J. Morris is a senior lecturer on the Manchester civil engineering faculty. The book is the second in the MIT Press Series in Structural Mechanics, edited by H. Max Irvine

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This is a Special Salvage Edition for Civilea so please dont be tough. Special care was taken to preserve typing and illustrations. [full book].

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]]> <![CDATA[ECCS - European Recommendations for the Design of Simple Joints in Steel Structures]]> https://forum.civilea.com/thread-55947.html Thu, 14 May 2020 12:19:46 +0300 agelos100]]> https://forum.civilea.com/thread-55947.html European Recommendations for the Design of Simple Joints in Steel Structures

Author(s): J.P. Jaspart, J.F. Demonceau, S. Renkin, M.L. Guillaume
Published By: ECCS
Published Year: 2009
Size: 429 KB
Quality: Unspecified

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]]> European Recommendations for the Design of Simple Joints in Steel Structures

Author(s): J.P. Jaspart, J.F. Demonceau, S. Renkin, M.L. Guillaume
Published By: ECCS
Published Year: 2009
Size: 429 KB
Quality: Unspecified

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]]> <![CDATA[Advanced Steel Design of Structures]]> https://forum.civilea.com/thread-55803.html Sat, 04 Jan 2020 23:42:06 +0200 carolinandra]]> https://forum.civilea.com/thread-55803.html Advanced Steel Design of Structures

Author(s)/Editor(s): Srinivasan Chandrasekaran | Size: 19.4 MB | Format: PDF | Quality: Original preprint | Publisher: CRC Press | Year: 2020 | pages: 302 | ISBN: ISBN-13: 978-0367232900 ISBN-10: 0367232901

Advanced Steel Design of Structures examines the design principles of steel members under special loads and covers special geometric forms and conditions not typically presented in standard design books. It explains advanced concepts in a simple manner using numerous illustrative examples and MATLAB® codes.

Features:
Provides analysis of members under unsymmetrical bending
Includes coverage of structures with special geometry and their use in offshore applications for ultra-deep water oil and gas exploration

Presents numerical modeling and analysis of steel members under fire conditions, impact, and blast loads

Includes MATLAB® examples that will aid in the capacity building of civil engineering students approaching this complex subject

Written for a broad audience, the presentation of design concepts of steel members will be suitable for upper-level undergraduate students. The advanced design theories for offshore structures under special loads will be an attractive feature for post-graduate students and researchers. Practicing engineers will also find the book useful, as it includes numerous solved examples and practical tutorials.

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]]> <![CDATA[buckling restrained braces and applications]]> https://forum.civilea.com/thread-55773.html Mon, 11 Nov 2019 18:21:34 +0200 sabooryan]]> https://forum.civilea.com/thread-55773.html buckling restrained braces and applications

Author(s)/Editor(s): Toru Takeuchi and Akira Wada | Size: 45 MB | Format: PDF | Quality: Scanner | Publisher: JSSI | Year: 2018 | pages: 256

Buckling-restrained braces (BRBs) have recently seen increasing use worldwide as ductile seismic resistant members and this year celebrates the 30th anniversary from the first application in 1987. In his occasion, we have organized a textbook summarizing the latest knowledge on the design and application of BRBs.

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]]> <![CDATA[Failure Case Studies: Steel Structures]]> https://forum.civilea.com/thread-55732.html Mon, 23 Sep 2019 05:40:34 +0300 carolinandra]]> https://forum.civilea.com/thread-55732.html Failure Case Studies: Steel Structures

Author(s)/Editor(s): Navid Nastar, Ph.D., P.E., S.E., F.ASCE Rui Liu, Ph.D., P.E., M.ASCE | Size: 4.48 MB | Format: PDF | Quality: Unspecified | Publisher: ASCE | Year: 2019 | pages: 54 | ISBN: ISBN-10: 0784415307 ISBN-13: 978-0784415306

Failure Case Studies: Steel Structures, provides case studies of failures observed in steel structures between 1970 and 2013. Designed to promote learning from failures by disseminating information regarding previous failure cases, each case study is comprised of a summary description of a documented civil engineering failure followed by lessons learned from the failure and references for further study. Case studies include
- West Gate bridge collapse - University of Washington stadium collapse - Damage to steel moment resisting frames during the Northridge Earthquake - Colorado State Route 470 overpass collapse - Pittsburgh Convention Center expansion joint failure - I-35W bridge collapse - Elliot Lake Algo mall collapse; and - Skagit River Bridge collapse.
This book supplies a summary of the published findings from eight steel structure failure investigations and a valuable collection of references that can be used by civil engineering students and practicing engineers to improve their failure literacy. Engineering professors and students can use these case studies as the basis for class discussions, a starting point for further research, and a reminder that learning from past failures can avoid similar failures in the future and lead to improved engineering practices. Practicing engineers can use the book as a continuing education resource to improve their practice and to avoid similar failures.

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