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Connections To Concrete Filled Steel Tubes
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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 286 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 through to the mining industry. Several aspects of concrete filled tubes have received little coverage in existing design standards, design guides or relevant books, but are addressed here: construction methods or quality and their effect on performance, confinement, creep effects, pre-load effects, size effects, seismic behaviour and post-fire behaviour, worked examples under practical conditions, numerical simulations, mechanics models, concrete-filled double skin tubes, SCC(self-consolidating concrete)-filled tubes, HPHSC (high performance high strength concrete)-filled tubes, high strength steel and thin-walled tubes filled with concrete, and fiber reinforced polymer strengthening of concrete filled tubes. This book not only summarizes the research performed to date on concrete-filled tubular members and connections but also compares the design rules in various standards (Eurocode 4, AISI-LRFD, ACI, AIJ and Chinese Standard), and provides design examples. An invaluable guide for professionals and a detailed source of information for graduate students and beyond.
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 Connections to Concrete-filled Steel Tubes by : Yousef Mohammed Alostaz
Download or read book Connections to Concrete-filled Steel Tubes written by Yousef Mohammed Alostaz and published by . This book was released on 1997 with total page 622 pages. Available in PDF, EPUB and Kindle. Book excerpt: The objective of this research program was to study connections to concrete-filled steel tubes. This research focused on the connection to circular steel tubes, because this shape presents more detailing difficulties compared to the square counterpart. To accomplish the goals of this study, the research was divided into three phases: prototype frame design and analysis, a finite element analysis of several connections, and an experimental study on six large-scale connection specimens. In the first phase, two prototype moment-resisting steel frames were designed to satisfy the 1991 NEHRP Provisions. The inelastic performance of these frames was studied, and the connections with the highest ductility demand were isolated. The second phase of the research was devoted to the inelastic finite element analysis of several connection details. A 3-D finite element model was developed for each connection detail. The parameters used in the analytical study included: the diameter-to-tube wall thickness ratio, the applied axial load on the column, the moment-to-shear ratio of the girder, and the yield strength of the steel tube. In the third phase of the research, six 2/3rd-scale specimens were fabricated and tested with the quasi-static method. The flexural strength of the connection was the primary concern in this study. The analytical models and each experimental specimen were a T-shape configuration. A monotonic load was applied to the analytical finite element models. For the test specimens, a predetermined cyclic displacement was imposed at the girder tip, and the specimens were tested to destruction. Analytical and experimental results suggest that connections which attach exclusively to the tube wall exhibit large distortion of the tube wall in the connection vicinity, thus preventing the development of the girder flexural strength. Using external diaphragms improved the simple connection behavior, however, the performance was susceptible to the geometry of the diaphragm. The behavior was significantly improved when part of the girder forces was transferred to the concrete core. However, the improvement in behavior depended on the connection detail. Continuing the girder through the concrete-filled steel tube was the most effective method to develop the full plastic hinge in the connected girder.
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 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 Experimental Investigation of High Strength Concrete Filled Steel Tubes in Embedded Column Base Foundation Connections by : Travis S. Williams
Download or read book Experimental Investigation of High Strength Concrete Filled Steel Tubes in Embedded Column Base Foundation Connections written by Travis S. Williams and published by . This book was released on 2006 with total page 364 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Experimental Investigation of Embedded Connections for Concrete-filled Steel Tube Columns Subjected to Combined Axial-flexural Loading by : Jason Robert Lee
Download or read book Experimental Investigation of Embedded Connections for Concrete-filled Steel Tube Columns Subjected to Combined Axial-flexural Loading written by Jason Robert Lee and published by . This book was released on 2011 with total page 416 pages. Available in PDF, EPUB and Kindle. Book excerpt:
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 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 Panel zone behavior of moment connections between rectangular concrete-filled steel tubes and wide flange beams by : Bradley Donald Koester
Download or read book Panel zone behavior of moment connections between rectangular concrete-filled steel tubes and wide flange beams written by Bradley Donald Koester and published by . This book was released on 2000 with total page 390 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Composite Construction in Steel and Concrete IV by : Jerome F. Hajjar
Download or read book Composite Construction in Steel and Concrete IV written by Jerome F. Hajjar and published by . This book was released on 2002 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt: This collection contains 85 papers presented at the Composite Construction in Steel and Concrete IV Conference, held in Banff, Alberta, Canada, May 28-June 2, 2000.
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 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.
Download or read book Steel & Composite Structures written by and published by Research Publishing Service. This book was released on 2010 with total page 145 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Theory of Concrete-Filled Steel Tubular Structures by : Lin-Hai Han
Download or read book Theory of Concrete-Filled Steel Tubular Structures written by Lin-Hai Han and published by Springer Nature. This book was released on 2023-11-20 with total page 451 pages. Available in PDF, EPUB and Kindle. Book excerpt: This textbook focuses on concrete-filled steel tubular structures formed by placing concrete inside the steel tube. It deals with the mechanical essence of concrete-filled steel tubular members in compression/tension, bending, torsion, shear and the combined effects, the working mechanism of concrete-filled steel tubular members under long-term load, cyclic load, fire exposure and post-fire exposure, and proposes practical design methods based on experimental and theoretical studies and parametric analysis. The content addresses some key technical issues of concrete-filled steel tubular members, such as the mechanical properties of steel and core concrete, the shrinkage and creep of core concrete, the bonding behavior between steel tube and core concrete, the limiting values for the initial stress of steel tube caused by construction load and the void of core concrete, the protective design of concrete-filled steel tubular members under chloride corrosive environment and impact loading, etc. This textbook also discusses the technology and design principles of concrete-filled steel tubular hybrid structures.
Book Synopsis Performance of Steel Pipe Pile-to-concrete Cap Connections Subject to Seismic of High Transverse Loading, Phase III Confirmation of Connection Performance by : Jerry E. Stephens
Download or read book Performance of Steel Pipe Pile-to-concrete Cap Connections Subject to Seismic of High Transverse Loading, Phase III Confirmation of Connection Performance written by Jerry E. Stephens and published by . This book was released on 2013 with total page 148 pages. Available in PDF, EPUB and Kindle. Book excerpt: The efficacy of a new procedure developed by the Montana Department of Transportation (MDT) to design concrete filled steel tube (CFT) pile to concrete pile cap connections was investigated in this project. A series of CFT piles embedded in a concrete pile cap is a desirable system to support small to mid-span bridges. Traditional methods for designing the connection between the CFT piles and pile cap often lead to congested and complex reinforcing schemes, and this complexity can limit the use of this support system. MDT has developed a simple design method for this connection utilizing a new reinforcing scheme that greatly simplifies the design and construction of this connection. The new reinforcing scheme includes U shaped reinforcing bars that encircle the embedded CFT piles within the cap that counteract the moment related demands introduced by the embedded pile under lateral load events. The efficacy of the MDT design method implementing the new reinforcing scheme, which was developed from previous research and testing completed by Montana State University, is evaluated in this research.
Book Synopsis Beam to Square Steel Tube Endplate Connection Using Thread-Fixed One-Side Bolts by : Peijun Wang
Download or read book Beam to Square Steel Tube Endplate Connection Using Thread-Fixed One-Side Bolts written by Peijun Wang and published by Elsevier. This book was released on 2024-07-30 with total page 420 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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
