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Four Bolt Extended Unstiffened Moment End Plate Connections
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Book Synopsis Four-bolt Extended Unstiffened Moment End-plate Connections by : Mary Sue M. Abel
Download or read book Four-bolt Extended Unstiffened Moment End-plate Connections written by Mary Sue M. Abel and published by . This book was released on 1993 with total page 170 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Extended End-plate Moment Connections by : Thomas M. Murray
Download or read book Extended End-plate Moment Connections written by Thomas M. Murray and published by . This book was released on 1990 with total page 54 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis STESSA 2000: Behaviour of Steel Structures in Seismic Areas by : Federico Mazzolani
Download or read book STESSA 2000: Behaviour of Steel Structures in Seismic Areas written by Federico Mazzolani and published by CRC Press. This book was released on 2021-07-28 with total page 790 pages. Available in PDF, EPUB and Kindle. Book excerpt: This is a review of developments in the behaviour and design of steel structures in seismic areas. The proceedings look at the analytical and experimental research on the seismic response of steel structures, and cover topics such as global behaviour and codification, design and application.
Book Synopsis Low Cycle Fatigue Life Prediction of Four Bolt Extended Unstiffened End Plate Moment Connections by : Chemin Lim
Download or read book Low Cycle Fatigue Life Prediction of Four Bolt Extended Unstiffened End Plate Moment Connections written by Chemin Lim and published by . This book was released on 2009 with total page 179 pages. Available in PDF, EPUB and Kindle. Book excerpt: Keywords: low cycle fatigue, life prediction, moment connection, LCF, end plate.
Book Synopsis Analytical and Experimental Investigation of the Extended Unstiffened Moment End-plate Connection with Four Bolts at the Beam Tension Flange by : Mary Sue M. Abel
Download or read book Analytical and Experimental Investigation of the Extended Unstiffened Moment End-plate Connection with Four Bolts at the Beam Tension Flange written by Mary Sue M. Abel and published by . This book was released on 1994 with total page 132 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Analytical and Experimental Analyses of Selected 4-bolt Extended Endplate Moment Connections Subjected to a Tensile Load by : Peter Benjamin Foster
Download or read book Analytical and Experimental Analyses of Selected 4-bolt Extended Endplate Moment Connections Subjected to a Tensile Load written by Peter Benjamin Foster and published by . This book was released on 2003 with total page 340 pages. Available in PDF, EPUB and Kindle. Book excerpt: The objective of the present research project was to experimentally and analytically determine the validity of a pure tension design approach to the 4-bolt moment procedure. To achieve this, the effects of end plate thickness and stiffener plates were investigated by testing three connection types and modeling these connections using ANSYS 6.1. Experimental testing included instrumentation of the specimens consisting of strain gages and displacement transducers. A constantly increasing tension force was applied to the specimens using an 860 kip hydraulic cylinder. At 860 kips (which represented a 3.88 increase beyond the design load of 221.41 kips), none of the specimens failed, although large plastic deformations were observed. Clear differences were observed in the elastic/plastic behavior, deformation and stress levels in the three specimen types. It was concluded that the specimen with a 3/4" end plate and welded stiffeners was clearly the stiffest specimen of the three combinations tested. ANSYS 6.1 was used to perform finite element analyses on both the stiffened and unstiffened 3/4" end plate connections. A comparison was made between both 3/4" end plate connections. In general, analytical findings corroborated experimental results and were, on average, within 10% of those found experimentally. The use of stiffeners welded between the end plate and the beam section greatly enhanced the tensile behavior of the connection. In fact, the stiffened end plate connection outperformed the end plate connection with the required thickness.
Book Synopsis Connections in Steel Structures III by : Reidar Bjorhovde
Download or read book Connections in Steel Structures III written by Reidar Bjorhovde and published by Elsevier. This book was released on 1996-05-20 with total page 635 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book publishes the proceedings from the Third International Workshop on Connections in Steel Structures: Behaviour, Strength and Design held in Trento, Italy, 29-31 May 1995. The workshop brought together the world's foremost experts in steel connections research, development, fabrication and design. The scope of the papers reflects state-of-the-art issues in all areas of endeavour, and manages to bring together the needs of researchers as well as designers and fabricators. Topics of particular importance include connections for composite (steel-concrete) structures, evaluation methods and reliability issues for semi-rigid connections and frames, and the impact of extreme loading events such as those imposed by major earthquakes. The book highlights novel methods and applications in the field and ensures that designers and other members of the construction industry gain access to the new results and procedures.
Book Synopsis Low Cycle Fatigue Life Prediction of Four Bolt Extended Unstiffened End Plate Moment Connections by :
Download or read book Low Cycle Fatigue Life Prediction of Four Bolt Extended Unstiffened End Plate Moment Connections written by and published by . This book was released on 2004 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: The end plate moment connection has been studied with various design concepts. However the low cycle fatigue (LCF) analysis was focused after 1994 the Northridge earthquake because the connection failure mode of structure was not matched with the current design concept. This concept has been applied to the design of moment resisting frames and several research studies on the LCF behavior of various connections under cyclic loading have been conducted. While the research on the behavior of end plate moment connections (EPMC) under cyclic loading has been conducted very little information on the LCF behavior is available. To evaluate the accumulation of LCF damage, the LCF life prediction, three phases of experimental tests were conducted. In order to investigate critical geometric parameters for 4E EPMCs in the LCF behavior, parametric study was conducted with pre-qualified FEM model. In the first phase of the experimental test, total 4 reduced EPMCs, T-stub, was tested to verify the elastic range of the connection system and general behavior of the connection. Three different levels of constant peak displacement loadings were applied to three full scale EPMCs for developing a LCF model in second phase of the experimental test. In the last phase, an accumulated damage model was evaluated by one full scale end plate moment connection test using random loading. All of phases were adopted three-dimensional finite element numerical analysis, and theoretical analysis to predict the experimental behavior and it successfully anticipated the behavior of connection. The results of the experimental test developed the LCF model for 4E EPMC and it predicted the LCF life of connection. The parametric study determined the three critical geometry parameters.
Book Synopsis Connections in Steel Structures by : R. Bjorhovde
Download or read book Connections in Steel Structures written by R. Bjorhovde and published by CRC Press. This book was released on 1988-02-19 with total page 415 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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.
Book Synopsis STESSA 2000: Behaviour of Steel Structures in Seismic Areas by : Federico Mazzolani
Download or read book STESSA 2000: Behaviour of Steel Structures in Seismic Areas written by Federico Mazzolani and published by CRC Press. This book was released on 2021-07-28 with total page 782 pages. Available in PDF, EPUB and Kindle. Book excerpt: This is a review of developments in the behaviour and design of steel structures in seismic areas. The proceedings look at the analytical and experimental research on the seismic response of steel structures, and cover topics such as global behaviour and codification, design and application.
Book Synopsis Twelve-bolt Extended Unstiffened Moment End-plate Connection Test by : Ronald W. Rodkey
Download or read book Twelve-bolt Extended Unstiffened Moment End-plate Connection Test written by Ronald W. Rodkey and published by . This book was released on 1993 with total page 52 pages. Available in PDF, EPUB and Kindle. Book excerpt:
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 Extended end-plate moment connections by : Thomas M. Murray
Download or read book Extended end-plate moment connections written by Thomas M. Murray and published by . This book was released on 1990 with total page 43 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Modern Trends in Research on Steel, Aluminium and Composite Structures by : Marian A. Giżejowski
Download or read book Modern Trends in Research on Steel, Aluminium and Composite Structures written by Marian A. Giżejowski and published by Routledge. This book was released on 2021-06-09 with total page 689 pages. Available in PDF, EPUB and Kindle. Book excerpt: Modern Trends in Research on Steel, Aluminium and Composite Structures includes papers presented at the 14th International Conference on Metal Structures 2021 (ICMS 2021, Poznań, Poland, 16-18 June 2021). The 14th ICMS summarised a few years’ theoretical, numerical and experimental research on steel, aluminium and composite structures, and presented new concepts. This book contains six plenary lectures and all the individual papers presented during the Conference. Seven plenary lectures were presented at the Conference, including "Research developments on glass structures under extreme loads", Parhp3D – The parallel MPI/openMPI implementation of the 3D hp-adaptive FE code", "Design of beam-to-column steel-concrete composite joints: from Eurocodes and beyond", "Stainless steel structures – research, codification and practice", "Testing, modelling and design of bolted joints – effect of size, structural properties, integrity and robustness", "Design of hybrid beam-to-column joints between RHS tubular columns and I-section beams" and "Selected aspects of designing the cold-formed steel structures". The individual contributions delivered by authors covered a wide variety of topics: – Advanced analysis and direct methods of design, – Cold-formed elements and structures, – Composite structures, – Engineering structures, – Joints and connections, – Structural stability and integrity, – Structural steel, metallurgy, durability and behaviour in fire. Modern Trends in Research on Steel, Aluminium and Composite Structures is a useful reference source for academic researchers, graduate students as well as designers and fabricators.
Book Synopsis Joints in Steel Construction by : Steel Construction Institute (Great Britain)
Download or read book Joints in Steel Construction written by Steel Construction Institute (Great Britain) and published by . This book was released on 1995 with total page 233 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Extended End-plate Moment Connections by : Thomas M. Murray
Download or read book Extended End-plate Moment Connections written by Thomas M. Murray and published by . This book was released on 1990 with total page 43 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Guide to Design Criteria for Bolted and Riveted Joints by : Geoffrey L. Kulak
Download or read book Guide to Design Criteria for Bolted and Riveted Joints written by Geoffrey L. Kulak and published by Wiley-Interscience. This book was released on 1987-04-14 with total page 364 pages. Available in PDF, EPUB and Kindle. Book excerpt: This updated version of the first edition examines the strength and deformation behaviour of riveted and bolted structural connectors and the joints in which they are used.