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Steel Beam Connections To Concrete Filled Tubular Columns
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Book Synopsis Concrete-filled Tubular Members and Connections by : Xiao-Ling Zhao
Download or read book Concrete-filled Tubular Members and Connections written by Xiao-Ling Zhao and published by CRC Press. This book was released on 2010-07-27 with total page 303 pages. Available in PDF, EPUB and Kindle. Book excerpt: Using steel and concrete together utilizes the beneficial material properties of both elements. Concrete filled steel tubes represent a good example of a concrete - steel composite structure, and are particularly useful as columns in high rise buildings and bridge piers. They can be used in a range of fields, from civil and industrial construction
Book Synopsis Steel Beam Connections to Concrete-filled Tubular Columns by : Abdel-Kareem Rawdan
Download or read book Steel Beam Connections to Concrete-filled Tubular Columns written by Abdel-Kareem Rawdan and published by . This book was released on 1996 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Connections Between Steel Beams and Concrete-filled Steel Tube Columns by : Ahmed F. Elremaily
Download or read book Connections Between Steel Beams and Concrete-filled Steel Tube Columns written by Ahmed F. Elremaily and published by . This book was released on 2000 with total page 650 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Robustness of Connections to Concrete-filled Steel Tubular Columns Under Fire During Heating and Cooling by : Sherif Ahmed Elkarim Ibrahim Soliman Elsawaf
Download or read book Robustness of Connections to Concrete-filled Steel Tubular Columns Under Fire During Heating and Cooling written by Sherif Ahmed Elkarim Ibrahim Soliman Elsawaf and published by . This book was released on 2012 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: Joint behaviour in fire is currently one of the most important topics of research in structural fire resistance. The collapse of World Trade Center buildings and the results of the Cardington full-scale eight storey steel framed building fire tests in the UK have demonstrated that steel joints are particularly vulnerable during the heating and cooling phases of fire. The main purpose of this research is to develop robust joints to CFT columns that are capable of providing very high rotational and tying resistances to make it possible for the connected beam to fully develop catenary action during the heating phase of fire attack and to retain integrity during the cooling phase of fire attack. This research employed the general finite element software ABAQUS to numerically model the behaviour of restrained structural subassemblies of steel beam to concrete filled tubular (CFT) columns and their joints in fire. For validation, this research compared the simulation and test results for 10 fire tests previously conducted at the University of Manchester. It was envisaged that catenary action in the connected beams at very large deflections would play an important role in ensuring robustness of steel framed structures in fire. Therefore, it was vital that the numerical simulations could accurately predict the structural behaviour at very large deflections. In particular, the transitional behaviour of the beam from compression to catenary action presented tremendous difficulties in numerical simulations due to the extremely high rate of deflection increase. This thesis will explain the methodology of a suitable simulation method, by introducing a pseudo damping factor. The comparison between the FE and the experimental results demonstrates that the 3-D finite element model is able to successfully simulate the fire tests. The validated ABAQUS model was then applied to conduct a thorough set of numerical studies to investigate methods of improving the survival temperatures under heating in fire of steel beams to concrete filled tubular (CFT) columns using reverse channel connection. This study investigated five different joint types of reverse channel connection: extended endplate, flush endplate, flexible endplate, hybrid flush/flexible endplate and hybrid extended/flexible endplate. The connection details investigated include reverse channel web thickness, bolt diameter and grade, using fire-resistant (FR) steel for different joint components (reverse channel, end plate and bolts) and joint temperature control. The effects of changing the applied beam and column loads were also considered. It is concluded that by adopting some of the joint details to improve the joint tensile strength and deformation capacity, it is possible for the beams to develop substantial catenary action to survive very high temperatures. This thesis also explains the implications on fire resistant design of the connected columns in order to resist the additional catenary force in the beam. The validated numerical model was also used to perform extensive parametric studies on steel framed structures using concrete filled tubular (CFT) columns with flexible reverse channel connection and fin plate connection to find means of reducing the risk of structural failure during cooling. The results lead to the suggestion that in order to avoid connection fracture during cooling, the most effective and simplest method would be to reduce the limiting temperature of the connected beam by less than 50°C from the limiting temperature calculated without considering any axial force in the beam.
Book Synopsis Composite Special Moment Frames by : Zhichao Lai
Download or read book Composite Special Moment Frames written by Zhichao Lai and published by . This book was released on 2020 with total page 70 pages. Available in PDF, EPUB and Kindle. Book excerpt: This state-of-the-art report provides structural engineers an overview of designing connections for composite special moment frames.
Book Synopsis Structural Analysis of Concrete-Filled Double Steel Tubes by : Yufen Zhang
Download or read book Structural Analysis of Concrete-Filled Double Steel Tubes written by Yufen Zhang and published by . This book was released on 2021 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book offers a clear and comprehensive overview of both the theory and application of fundamental aspects of concrete-filled double steel tubes (CFDST). Many analysis and design applications are presented, which involve mechanical components and structural members often encountered in engineering practice. This monograph is written for practicing structural and civil engineers, students, and academic researchers who want to keep up to speed on the latest technologies for concrete-filled steel tube (CFST). .
Book Synopsis Structural Analysis of Concrete-Filled Double Steel Tubes by : Yufen Zhang
Download or read book Structural Analysis of Concrete-Filled Double Steel Tubes written by Yufen Zhang and published by Springer Nature. This book was released on 2020-09-17 with total page 254 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book offers a clear and comprehensive overview of both the theory and application of fundamental aspects of concrete-filled double steel tubes (CFDST). Many analysis and design applications are presented, which involve mechanical components and structural members often encountered in engineering practice. This monograph is written for practicing structural and civil engineers, students, and academic researchers who want to keep up to speed on the latest technologies for concrete-filled steel tube (CFST).
Book Synopsis Design Guide for Concrete-filled Double Skin Steel Tubular Structures by : Lin-Hai Han
Download or read book Design Guide for Concrete-filled Double Skin Steel Tubular Structures written by Lin-Hai Han and published by CRC Press. This book was released on 2018-10-12 with total page 77 pages. Available in PDF, EPUB and Kindle. Book excerpt: This is the first design guide on concrete filled double skin steel tubular (CFDST) structures. It addresses in particular CFDST structures with plain concrete sandwiched between circular hollow sections, and provides the relevant calculation methods and construction provisions for CFDST structures. These inherit the advantages of conventional concrete-filled steel tubular (CFST) structures, including high strength, good ductility and durability, high fire resistance and favourable constructability. Moreover, because of their unique sectional configuration, CFDST structures have been proved to possess lighter weight, higher bending stiffness and better cyclic performance than conventional CFST. Consequently CFDST can offer reduced concrete consumption and construction costs. This design guide is for engineers designing electrical grid infrastructures, wind power towers, bridge piers and other structures requiring light self-weight, high bending stiffness and high bearing capacity.
Book Synopsis Concrete-Filled Stainless Steel Tubular Columns by : Vipulkumar Patel
Download or read book Concrete-Filled Stainless Steel Tubular Columns written by Vipulkumar Patel and published by CRC Press. This book was released on 2018-12-07 with total page 132 pages. Available in PDF, EPUB and Kindle. Book excerpt: Concrete-filled stainless steel tubular (CFSST) columns are increasingly used in modern composite construction due to their high strength, high ductility, high corrosion resistance, high durability and aesthetics and ease of maintenance. Thin-walled CFSST columns are characterized by the different strain-hardening behavior of stainless steel in tension and in compression, local buckling of stainless steel tubes and concrete confinement. Design codes and numerical models often overestimate or underestimate the ultimate strengths of CFSST columns. This book presents accurate and efficient computational models for the nonlinear inelastic analysis and design of CFSST short and slender columns under axial load and biaxial bending. The effects of different strain-hardening characteristics of stainless steel in tension and in compression, progressive local and post-local buckling of stainless steel tubes and concrete confinement are taken into account in the computational models. The numerical models simulate the axial load-strain behavior, moment-curvature curves, axial load-deflection responses and axial load-moment strength interaction diagrams of CFSST columns. The book describes the mathematical formulations, computational procedures and model verifications for circular and rectangular CFSST short and slender columns. The behavior of CFSST columns under various loading conditions is demonstrated by numerous numerical examples. This book is written for practising structural and civil engineers, academic researchers and graduate students in civil engineering who are interested in the latest computational techniques and design methods for CFSST columns.
Book Synopsis Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings (FEMA 350) by : Federal Emergency Agency
Download or read book Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings (FEMA 350) written by Federal Emergency Agency and published by FEMA. This book was released on 2013-03-16 with total page 11 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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.
Book Synopsis Structural Behaviour of Through Steel Beam Connection to Concrete Filled Square Steel Tube Column by : Mohammadmehdi Arabnejad Khanouki
Download or read book Structural Behaviour of Through Steel Beam Connection to Concrete Filled Square Steel Tube Column written by Mohammadmehdi Arabnejad Khanouki and published by . This book was released on 2013 with total page 530 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Rigid-frame Connections to Concrete Filled Tubular Steel Columns by : Peter Ansourian
Download or read book Rigid-frame Connections to Concrete Filled Tubular Steel Columns written by Peter Ansourian and published by . This book was released on 1974 with total page 27 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Static Behavior of Steel I-beam to Concrete Filled Tube Column Connections by : Chao Wei Dai
Download or read book Static Behavior of Steel I-beam to Concrete Filled Tube Column Connections written by Chao Wei Dai and published by . This book was released on 2001 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Cold-formed Tubular Members and Connections by : Greg Hancock
Download or read book Cold-formed Tubular Members and Connections written by Greg Hancock and published by Elsevier. This book was released on 2005-08-17 with total page 255 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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.
Book Synopsis Structural Steel Semirigid Connections by : Ciro Faella
Download or read book Structural Steel Semirigid Connections written by Ciro Faella and published by CRC Press. This book was released on 1999-10-27 with total page 538 pages. Available in PDF, EPUB and Kindle. Book excerpt: Although the semirigidity concept was introduced many years ago, steel structures are usually designed by assuming that beam-to-column joints are either pinned or rigid. Theses assumptions allow a great simplification in structural analysis and design-but they neglect the true behavior of joints. The economic and structural benefits of semirigid joints are well known and much has been written about their use in braced frames. However, they are seldom used by designers, because most semirigid connections have highly nonlinear behavior, so that the analysis and design of frames using them is difficult. In fact, the design problem becomes more difficult as soon as the true rotational behavior of beam-to-column joints is accounted for-the design problem requires many attempts to achieve a safe and economical solution. Structural Steel Semirigid Connections provides a comprehensive source of information on the design of semirigid frames, up to the complete detailing of beam-to-column connections, and focuses on the prediction of the moment-rotation curve of connections. This is the first work that contains procedures for predicting the connection plastic rotation supply-necessary for performing the local ductility control in nonlinear static and dynamic analyses. Extensive numerical examples clarify the practical application of the theoretical background. This exhaustive reference and the awareness it provides of the influence of joint rotational behavior on the elastic and inelastic responses of structures will greatly benefit researchers, professionals, and specification writing bodies devoted to structural steel.
Book Synopsis Composite Special Moment Frames by : Erica Fischer
Download or read book Composite Special Moment Frames written by Erica Fischer and published by . This book was released on 2020 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: Prepared by the Composite Construction Committee of the Metals Technical Administrative Committee of the Structural Engineering Institute of ASCEComposite Special Moment Frames: Wide Flange Beam to Concrete-Filled Steel Column Connections provides a state-of-the-art overview for designing connections for composite special moment frames (C-SMFs). This book focuses on beam-to-column moment connections for both continuous beam and continuous column connections, and C-SMFs with rectangular or circular concrete-filled tube (CFT) columns. This book will enable engineers to design composite frames more efficiently.It providesAn experimental database of 165 tests conducted on beam-to-column connections for C-SMFs, including a summary of the behavior of these connections and an evaluation of these connections using current standard requirements;Design equations for estimating the panel zone shear strength of double split-tee (DST) and through-beam connections; Design examples for DST and through-beam connections; andFlow charts illustrating the design methodology for the connections.This book will be a valuable resource for structural engineers and members of academia.
Book Synopsis Development of Detail and Design Criteria for Steel Beam to Concrete Filled Tube Column Connections in Seismic Regions by : Ahmed F. Elremaily
Download or read book Development of Detail and Design Criteria for Steel Beam to Concrete Filled Tube Column Connections in Seismic Regions written by Ahmed F. Elremaily and published by . This book was released on 2000 with total page 150 pages. Available in PDF, EPUB and Kindle. Book excerpt:
