Application of the Finite Element Method to the Seismic Design and Analysis of Large Moment End-plate Connections

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ISBN 13 :
Total Pages : 220 pages
Book Rating : 4.:/5 (318 download)

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Book Synopsis Application of the Finite Element Method to the Seismic Design and Analysis of Large Moment End-plate Connections by : Timothy Wayne Mays

Download or read book Application of the Finite Element Method to the Seismic Design and Analysis of Large Moment End-plate Connections written by Timothy Wayne Mays and published by . This book was released on 2000 with total page 220 pages. Available in PDF, EPUB and Kindle. Book excerpt: Due to problems associated with welded moment connections uncovered after the Northridge earthquake, large bolted connections are becoming a much more attractive alternative for design in seismic regions. However, stringent design requirements established by the AISC Seismic Provisions for Structural Steel Buildings (1997) make current moment end-plate configurations and design procedures inadequate for multi-story buildings. This dissertation first examines and critiques current seismic design philosophies as applied to moment end-plate connections. Next, the finite element method is used to develop much-needed design procedures for large moment end-plate connections, and to improve the understanding of the role of geometric parameters (e.g., bolt pitch and stiffener locations) in the response of these connections. Finally, single-story and multi-story frames incorporating large moment end-plate connections with known moment-rotation characteristics are considered under seismic loading to determine the effectiveness of these systems in dissipating energy caused by the ground motion

Proceedings of the 5th International Conference on Construction, Architecture and Technosphere Safety

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Publisher : Springer Nature
ISBN 13 : 3030911454
Total Pages : 548 pages
Book Rating : 4.0/5 (39 download)

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Book Synopsis Proceedings of the 5th International Conference on Construction, Architecture and Technosphere Safety by : Andrey A. Radionov

Download or read book Proceedings of the 5th International Conference on Construction, Architecture and Technosphere Safety written by Andrey A. Radionov and published by Springer Nature. This book was released on 2022-03-02 with total page 548 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book highlights recent findings in civil and environmental engineering and urban planning, and provides an overview of the state of the art in these fields, mainly in Russia and Eastern Europe. A broad range of topics and issues in modern engineering are discussed, including construction, buildings and structures, advanced materials, innovative technology, methods and techniques in civil engineering, heating, gas supply, water supply and sewerage, foundation engineering, BIM, structural reliability, durability and monitoring, special and unique structures construction (bridge, tunnel, road, railway engineering), design and construction of hydraulic structures, concrete engineering, urban regeneration and sustainable development, urban transport system, engineering structure safety and disaster prevention, water resources engineering, water and wastewater treatment, recycling and reuse of wastewater, etc. The volume gathers selected papers from the 5th International Conference on Construction, Architecture and Technosphere Safety (ICCATS), held in Sochi, Russia in September 2021. The authors are experts in various fields of engineering, and all papers have been carefully reviewed.

STESSA 2000: Behaviour of Steel Structures in Seismic Areas

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Publisher : CRC Press
ISBN 13 : 1000443736
Total Pages : 782 pages
Book Rating : 4.0/5 (4 download)

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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.

Cyclic Testing of Steel Moment Connections for the CalTrans District 4 Office Building Seismic Rehabilitation

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ISBN 13 :
Total Pages : 330 pages
Book Rating : 4.:/5 (318 download)

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Book Synopsis Cyclic Testing of Steel Moment Connections for the CalTrans District 4 Office Building Seismic Rehabilitation by : James D. Newell

Download or read book Cyclic Testing of Steel Moment Connections for the CalTrans District 4 Office Building Seismic Rehabilitation written by James D. Newell and published by . This book was released on 2006 with total page 330 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Finite Element Analysis of Moment End Plate Connections

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ISBN 13 :
Total Pages : 168 pages
Book Rating : 4.:/5 (156 download)

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Book Synopsis Finite Element Analysis of Moment End Plate Connections by : Nandor Mago

Download or read book Finite Element Analysis of Moment End Plate Connections written by Nandor Mago and published by . This book was released on 2003 with total page 168 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Moment Resistant Connections of Steel Frames in Seismic Areas

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Publisher : CRC Press
ISBN 13 : 9780415235778
Total Pages : 686 pages
Book Rating : 4.2/5 (357 download)

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Book Synopsis Moment Resistant Connections of Steel Frames in Seismic Areas by : Federico Mazzolani

Download or read book Moment Resistant Connections of Steel Frames in Seismic Areas written by Federico Mazzolani and published by CRC Press. This book was released on 2000-04-27 with total page 686 pages. Available in PDF, EPUB and Kindle. Book excerpt: An unexpected brittle failure of connections and of members occurred during the last earthquakes of Northridge and Kobe. For this reason a heightened awareness developed in the international scientific community, particularly in the earthquake prone countries of the Mediterranean and Eastern Europe, of the urgent need to investigate this topic. The contents of this volume result from a European project dealing with the 'Reliability of moment resistant connections of steel frames in seismic areas' (RECOS), developed between 1997 and 1999 within the INCO-Copernicus joint research projects of the 4th Framework Program. The 30 month project focused on five key areas: *Analysis and syntheses of research results, including code provisos, in relation with the evidence of the Northridge and Kobe earthquakes; *Identification and evaluation through experimental means of the structural performance of beam-to-column connections under cyclic loading; *Setting up of sophisticated models for interpreting the connection response; *Numerical study on the connection influence on the seismic response of steel buildings; *Assessment of new criteria for selecting the behaviour factor for different structural schemes and definition of the corresponding range of validity in relation of the connection typologies.

Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings (FEMA 350)

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Publisher : FEMA
ISBN 13 :
Total Pages : 11 pages
Book Rating : 4./5 ( download)

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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.

Finite Element Analysis of End-plate Connection Under Seismic Loading

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Publisher :
ISBN 13 :
Total Pages : 83 pages
Book Rating : 4.:/5 (953 download)

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Book Synopsis Finite Element Analysis of End-plate Connection Under Seismic Loading by : Khai Yeh Fong

Download or read book Finite Element Analysis of End-plate Connection Under Seismic Loading written by Khai Yeh Fong and published by . This book was released on 2012 with total page 83 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Dissertation Abstracts International

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ISBN 13 :
Total Pages : 842 pages
Book Rating : 4.F/5 ( download)

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Book Synopsis Dissertation Abstracts International by :

Download or read book Dissertation Abstracts International written by and published by . This book was released on 2005 with total page 842 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Stability and Ductility of Steel Structures 2019

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Publisher : CRC Press
ISBN 13 : 1000752240
Total Pages : 1373 pages
Book Rating : 4.0/5 (7 download)

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Book Synopsis Stability and Ductility of Steel Structures 2019 by : František Wald

Download or read book Stability and Ductility of Steel Structures 2019 written by František Wald and published by CRC Press. This book was released on 2019-08-30 with total page 1373 pages. Available in PDF, EPUB and Kindle. Book excerpt: For more than forty years the series of International Colloquia on Stability and Ductility of Steel Structures has been supported by the Structural Stability Research Council (SSRC). Its objective is to present the latest results in theoretical, numerical and experimental research in the area of stability and ductility of steel and steel-concrete composite structures. In Stability and Ductility of Steel Structures 2019, the focus is on new concepts and procedures concerning the analysis and design of steel structures and on the background, development and application of rules and recommendations either appearing in recently published Codes or Specifications and in emerging versions, all in anticipation of the new edition of Eurocodes. The series of International Colloquia on Stability and Ductility of Steel Structures started in Paris in 1972, the last five being held in: Timisoara, Romania (1999), Budapest, Hungary (2002), Lisbon, Portugal (2006), Rio de Janeiro, Brazil (2010) and Timisoara, Romania (2016). The 2019 edition of SDSS is organized by the Czech Technical University in Prague.

Earthquake Spectra

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ISBN 13 :
Total Pages : 1060 pages
Book Rating : 4.F/5 ( download)

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Book Synopsis Earthquake Spectra by :

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Applied mechanics reviews

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ISBN 13 :
Total Pages : 400 pages
Book Rating : 4.3/5 (243 download)

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Book Synopsis Applied mechanics reviews by :

Download or read book Applied mechanics reviews written by and published by . This book was released on 1948 with total page 400 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Proceedings of the Indian Structural Steel Conference 2020 (Vol. 2)

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Publisher : Springer Nature
ISBN 13 : 9811993947
Total Pages : 576 pages
Book Rating : 4.8/5 (119 download)

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Book Synopsis Proceedings of the Indian Structural Steel Conference 2020 (Vol. 2) by : Mahendrakumar Madhavan

Download or read book Proceedings of the Indian Structural Steel Conference 2020 (Vol. 2) written by Mahendrakumar Madhavan and published by Springer Nature. This book was released on 2023-09-23 with total page 576 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book comprises the select peer-reviewed proceedings of the Indian Structural Steel Conference (ISSC 2020). The topics cover state-of-the-art and state-of-the-practice in structural engineering, and latest research in structural modeling and design. Novel analytical, computational and experimental techniques, proposal of new structural systems, innovative methods for maintenance, rehabilitation, and monitoring of existing structures, and investigation of the properties of engineering materials as related to structural behavior are presented in the book. This book will be very useful for structural engineers, researchers, and consultants interested in sustainable materials and steel construction.

Mechanics of Structures and Materials XXIV

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Publisher : CRC Press
ISBN 13 : 1351850210
Total Pages : 1966 pages
Book Rating : 4.3/5 (518 download)

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Book Synopsis Mechanics of Structures and Materials XXIV by : Hong Hao

Download or read book Mechanics of Structures and Materials XXIV written by Hong Hao and published by CRC Press. This book was released on 2019-08-08 with total page 1966 pages. Available in PDF, EPUB and Kindle. Book excerpt: Mechanics of Structures and Materials: Advancements and Challenges is a collection of peer-reviewed papers presented at the 24th Australasian Conference on the Mechanics of Structures and Materials (ACMSM24, Curtin University, Perth, Western Australia, 6-9 December 2016). The contributions from academics, researchers and practising engineers from Australasian, Asia-pacific region and around the world, cover a wide range of topics, including: • Structural mechanics • Computational mechanics • Reinforced and prestressed concrete structures • Steel structures • Composite structures • Civil engineering materials • Fire engineering • Coastal and offshore structures • Dynamic analysis of structures • Structural health monitoring and damage identification • Structural reliability analysis and design • Structural optimization • Fracture and damage mechanics • Soil mechanics and foundation engineering • Pavement materials and technology • Shock and impact loading • Earthquake loading • Traffic and other man-made loadings • Wave and wind loading • Thermal effects • Design codes Mechanics of Structures and Materials: Advancements and Challenges will be of interest to academics and professionals involved in Structural Engineering and Materials Science.

Inelastic Finite Element Analysis of Stiffened End-plate Moment Connections

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ISBN 13 :
Total Pages : 312 pages
Book Rating : 4.:/5 (138 download)

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Book Synopsis Inelastic Finite Element Analysis of Stiffened End-plate Moment Connections by : Mehdi Ghassemieh

Download or read book Inelastic Finite Element Analysis of Stiffened End-plate Moment Connections written by Mehdi Ghassemieh and published by . This book was released on 1983 with total page 312 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Approximate Methods in Structural Seismic Design

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Publisher : CRC Press
ISBN 13 : 1482271338
Total Pages : 294 pages
Book Rating : 4.4/5 (822 download)

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Book Synopsis Approximate Methods in Structural Seismic Design by : A. Scarlat

Download or read book Approximate Methods in Structural Seismic Design written by A. Scarlat and published by CRC Press. This book was released on 1995-12-28 with total page 294 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book examines the recent developments in computerized structural analysis and finite element analysis to re-appraise existing approximate techniques and to define their scope and limits more accurately. The book proposes new techniques and provides many numerical examples and comparisons with 'accurate' methods.

Sloped Connections and Connections with Fillet Welded Continuity Plates for Seismic Design of Special Moment Frames

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ISBN 13 :
Total Pages : 256 pages
Book Rating : 4.:/5 (992 download)

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Book Synopsis Sloped Connections and Connections with Fillet Welded Continuity Plates for Seismic Design of Special Moment Frames by : Adel Mashayekh

Download or read book Sloped Connections and Connections with Fillet Welded Continuity Plates for Seismic Design of Special Moment Frames written by Adel Mashayekh and published by . This book was released on 2017 with total page 256 pages. Available in PDF, EPUB and Kindle. Book excerpt: Steel Special Moment Frames (SMF) are one of the most popular lateral force-resisting systems for multistory building construction in high seismic regions due to their architectural versatility. With a significant amount of research that was conducted after the 1994 Northridge, California earthquake, AISC has published design guidelines (AISC 341 and AISC 358) to avoid brittle fracture of beam-to-column welded moment connections that occurred in more than 100 steel buildings. This dissertation addresses two issues related to the moment connection design of SMF. Unless the column flanges are sufficiently thick, AISC 341 requires that continuity plates be installed, and that expensive complete-joint-penetration (CJP) groove welds be used to connect the continuity plates to the column flanges; the conservative nature of this requirement stems from a lack of procedure that the designer can use to quantify the required seismic forces in the continuity plates such that more economical welds (e.g., fillet welds) can be used. The first objective of this research was to investigate a design procedure and to verify it with full-scale testing of two Reduced Beam Section (RBS) moment connections. It was shown that the proposed design procedure could result in a more economical weld design while developing the ductile response of the moment connection. AISC seismic design codes implicitly assume that beams are orthogonal to the columns in elevation, but in real-life construction beams are sometimes connected to the columns with a slope. To fill this knowledge gap, both experimental and analytical studies were conducted. Full-scale testing of two additional moment connections with a 25° angle of inclination showed that sloped connections are vulnerable to brittle fracture at the "heel" location, where the beam flange and column form an acute angle. Fracture would initiate from the end of beam web CJP weld and the weld access hole. Guided by finite element simulation, a truss analogy model was proposed to predict the force concentration at the heel location. A Force Concentration Factor was introduced to evaluate when the effect of inclination can be ignored. When such effect needs to be addressed, a solution that introduces a curved slot in the beam web was proposed. The effectiveness of this solution was verified by nonlinear finite element analysis.