Beam to Square Steel Tube Endplate Connection Using Thread-Fixed One-Side Bolts PDF Download
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Author: Peijun Wang Publisher: Elsevier ISBN: 0443218390 Category : Technology & Engineering Languages : en Pages : 420
Book Description
Beam to Square Steel Tube Endplate Connection Using Thread-fixed One-side Bolts: Analysis and Design provides research information on thread-fixed one-side bolt (TOB), which is anchored through screwed threads in the bolt hole. Although beam-column endplate connections have been studied by many researchers and been widely used in engineering applications, the standard high strength bolts are not convenient for the bolted beam to square tube column endplate connection. The one-side bolts, which can be installed and tightened from outside of the tube column, provide a solution for beam to closed section column bolted connections. This book introduces the basic principles and design methods regarding the failure modes, and the design method of load carrying capacity of endplate connection using thread-fixed one-side bolts. - Presents the first book on thread-fixed one-side bolts bolted beam to square tube column endplate connection - Provides both experimental and theoretical analysis results on thread-fixed one-side bolts and bolted beam to square tube column endplate connections - Covers a new method for connecting the connection with closed-section components, which is of considerable engineering importance
Author: Peijun Wang Publisher: Elsevier ISBN: 0443218390 Category : Technology & Engineering Languages : en Pages : 420
Book Description
Beam to Square Steel Tube Endplate Connection Using Thread-fixed One-side Bolts: Analysis and Design provides research information on thread-fixed one-side bolt (TOB), which is anchored through screwed threads in the bolt hole. Although beam-column endplate connections have been studied by many researchers and been widely used in engineering applications, the standard high strength bolts are not convenient for the bolted beam to square tube column endplate connection. The one-side bolts, which can be installed and tightened from outside of the tube column, provide a solution for beam to closed section column bolted connections. This book introduces the basic principles and design methods regarding the failure modes, and the design method of load carrying capacity of endplate connection using thread-fixed one-side bolts. - Presents the first book on thread-fixed one-side bolts bolted beam to square tube column endplate connection - Provides both experimental and theoretical analysis results on thread-fixed one-side bolts and bolted beam to square tube column endplate connections - Covers a new method for connecting the connection with closed-section components, which is of considerable engineering importance
Author: R. Bjorhovde Publisher: CRC Press ISBN: 1482286424 Category : Architecture Languages : en Pages : 415
Book Description
This book is the Proceedings of a State-of-the-Art Workshop on Connenctions and the Behaviour, Strength and Design of Steel Structures held at Laboratoire de Mecanique et Technologie, Ecole Normale, Cachan France from 25th to 27th May 1987. It contains the papers presented at the above proceedings and is split into eight main sections covering: Local Analysis of Joints, Mathematical Models, Classification, Frame Analysis, Frame Stability and Simplified Methods, Design Requirements, Data Base Organisation, Research and Development Needs. With papers from 50 international contributors this text will provide essential reading for all those involved with steel structures.
Author: Federal Emergency Agency Publisher: FEMA ISBN: Category : Languages : en Pages : 11
Book Description
This report, FEMA-350 - Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings has been developed by the SAC Joint Venture under contract to the Federal Emergency Management Agency (FEMA) to provide organizations engaged in the development of consensus design standards and building code provisions with recommended criteria for the design and construction of new buildings incorporating moment-resisting steel frame construction to resist the effects of earthquakes. It is one of a series of companion publications addressing the issue of the seismic performance of steel moment-frame buildings. The set of companion publications includes: FEMA-350 - Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings. This publication provides recommended criteria, supplemental to FEMA-302 - 1997 NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, for the design and construction of steel moment-frame buildings and provides alternative performance-based design criteria. FEMA-351 - Recommended Seismic Evaluation and Upgrade Criteria for Existing Welded Steel Moment-Frame Buildings. This publication provides recommended methods to evaluate the probable performance of existing steel moment-frame buildings in future earthquakes and to retrofit these buildings for improved performance. FEMA-352 - Recommended Postearthquake Evaluation and Repair Criteria for Welded Steel Moment-Frame Buildings. This publication provides recommendations for performing postearthquake inspections to detect damage in steel moment-frame buildings following an earthquake, evaluating the damaged buildings to determine their safety in the postearthquake environment, and repairing damaged buildings. FEMA-353 - Recommended Specifications and Quality Assurance Guidelines for Steel Moment-Frame Construction for Seismic Applications. This publication provides recommended specifications for the fabrication and erection of steel moment frames for seismic applications. The recommended design criteria contained in the other companion documents are based on the material and workmanship standards contained in this document, which also includes discussion of the basis for the quality control and quality assurance criteria contained in the recommended specifications. The information contained in these recommended design criteria, hereinafter referred to as Recommended Criteria, is presented in the form of specific design and performance evaluation procedures together with supporting commentary explaining part of the basis for these recommendations.
Author: Peijun Wang
Author: Peijun Wang
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Author: William Dwight Whitney
Author: William Dwight Whitney
Author: R. Bjorhovde
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Author: 
Author: 
Author: 
Author: Federal Emergency Agency