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GB 50205-2001 Translated English of Chinese Standard. GB50205-2001

GB 50205-2001 Translated English of Chinese Standard. GB50205-2001
Author: https://www.chinesestandard.net
Publisher: https://www.chinesestandard.net
Total Pages: 99
Release: 2014-12-30
Genre: Technology & Engineering
ISBN:

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This Code is divided into 15 chapters, including General, Terms, Symbols, Basic Requirements, Admittance of Raw Materials and Finished Products, Welding Work, Connection Work of Fasteners, Processing Work of Steel Parts and Copper Components, Assembly Work of Steel Elements, Test Assembling Work of Steel Elements, Installation Work of Single-layer Steel Elements, Installation Work of Multilayer or High Steel Elements, Installation Work of Net-type Steel Structures, Preparation and Installation Work of Metal Contour Plates, Coating Work of Steel Structures, Acceptance of Subitem-works of Steel Structures, and 9 appendixes. The Work of Steel Structures is divided into 10 subitem-works in principle, which are presented in separate chapters respectively. Though the Admittance of Raw Materials and Finished Products is not one of the subitem-works, it is presented in one independent chapter, aiming at emphasizing and enhancing the importance of the admittance inspection of raw materials and finished products and therefore ensuring the construction quality by controlling the quality of the source. Additionally, the Acceptance of Subitem-works of Steel Structures is also presented in an independent chapter in order to provide further convenience for the operation of the acceptance of construction quality.


GB 50205-2020 Translated English of Chinese Standard. GB50205-2020

GB 50205-2020 Translated English of Chinese Standard. GB50205-2020
Author: https://www.chinesestandard.net
Publisher: https://www.chinesestandard.net
Total Pages: 162
Release: 2021-01-10
Genre: Technology & Engineering
ISBN:

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In order to strengthen the quality management of construction projects, unify the acceptance of construction quality of steel structure projects, ensure the quality of steel structure projects, this standard is hereby formulated. This standard is applicable to the acceptance of construction quality of steel structure engineering of industrial and civil buildings and structures.


Design of Latticed Steel Transmission Structures

Design of Latticed Steel Transmission Structures
Author: American Society of Civil Engineers
Publisher:
Total Pages: 75
Release: 2015-03
Genre: Electric lines
ISBN: 9780784413760

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Prepared by the Design of Steel Transmission Towers Standards Committee of the Codes and Standards Activities Division of the Structural Engineering Institute of ASCE This standard provides requirements for the design, fabrication, and testing of members and connections for latticed steel electrical transmission structures. Covering guyed and self-supporting structures, these requirements are applicable to hot-rolled and cold-formed steel shapes. The standard specifies the design criteria for structure components--members, connections, and guys--to resist design-factored loads at stresses approaching yielding, buckling, or fracture. This new edition, which replaces the previous Standard ASCE 10-97, presents minor changes to the design requirements and introduces new sections on redundant members, welded angles, anchor bolts with base plates on leveling nuts, and post angle member splices. Topics include: loading, geometry, and analysis; design of members, including compression members, tension members, and beams; design of connections, including fasteners, minimum distances, and attachment holes; detailing and fabrication; full-scale structure testing; structural members and connections used in foundations; and quality assurance and quality control. A detailed commentary contains explanatory and supplementary information to assist users of the standard. In addition, one appendix offers 17 design examples, and a new appendix offers guidance for evaluating older (legacy) electrical transmission towers. Standard ASCE/SEI 10-15 is a primary reference for structural engineers designing latticed steel electrical transmission structures, as well as for other engineers, inspectors, and utility officials involved in the electric power transmission industry.


Foundations of 3D Graphics Programming

Foundations of 3D Graphics Programming
Author: Jim X. Chen
Publisher: Springer Science & Business Media
Total Pages: 409
Release: 2008-12-10
Genre: Computers
ISBN: 184800284X

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OpenGL, which has been bound in C, is a seasoned graphics library for scientists and engineers. As we know, Java is a rapidly growing language becoming the de facto standard of Computer Science learning and application development platform as many undergraduate computer science programs are adopting Java in place of C/C++. Released by Sun Microsystems in June 2003, the recent OpenGL binding with Java, JOGL, provides students, scientists, and engineers a new venue of graphics learning, research, and applications. Overview This book aims to be a shortcut to graphics theory and programming in JOGL. Specifically, it covers OpenGL programming in Java, using JOGL, along with concise computer graphics theories. It covers all graphics basics and several advanced topics without including some implementation details that are not necessary in graphics applications. It also covers some basic concepts in Java programming for C/C++ programmers. It is designed as a textbook for students who know programming basics already. It is an excellent shortcut to learn 3D graphics for scientists and engineers who understand Java programming. It is also a good reference for C/C++ graphics vi Preface programmers to learn Java and JOGL. This book is a companion to Guide to Graphics Software Tools (Springer-Verlag, New York, ISBN 0-387-95049-4), which covers a smaller graphics area with similar examples in C but has a comprehensive list of graphics software tools. Organization and Features This book concisely introduces graphics theory and programming in Java with JOGL.


Effect of Small Deviations from Flatness on Effective Width and Buckling of Plates in Compression

Effect of Small Deviations from Flatness on Effective Width and Buckling of Plates in Compression
Author: Pai C. Hu
Publisher:
Total Pages: 544
Release: 1946
Genre: Buckling (Mechanics)
ISBN:

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(3) The Southwell plot method of predicting theoretical critical stresses for perfect specimens from experimental observations on actual specimens may not be expected to give, in general, satisfactory results when applied to flat plates.


Stability and Ductility of Steel Structures

Stability and Ductility of Steel Structures
Author: T. Usami
Publisher: Elsevier
Total Pages: 447
Release: 1998-07-23
Genre: Technology & Engineering
ISBN: 0080541623

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The near-field earthquake which struck the Hanshin-Awaji area of Japan before dawn on January 17, 1995, in addition to snatching away the lives of more than 6,000 people, inflicted horrendous damage on the region's infrastructure, including the transportation, communication and lifeline supply network and, of course, on buildings, too. A year earlier, the San Fernando Valley area of California had been hit by another near-field quake, the Northridge Earthquake, which dealt a similarly destructive blow to local infrastructures. Following these two disasters, structural engineers and researchers around the world have been working vigorously to develop methods of design for the kind of structure that is capable of withstanding not only the far-field tectonic earthquakes planned for hitherto, but also the full impact of near-field earthquake.Of the observed types of earthquake damage to steel structures, there are some whose causes are well understood, but many others continue to present us with unresolved problems. To overcome these, it is now urgently necessary for specialists to come together and exchange information.The contents of this volume are selected from the Nagoya Colloquium proceedings will become an important part of the world literature on structural stability and ductility, and will prove a driving force in the development of future stability and ductility related research and design.