Moment Resistant Connections of Steel Frames in Seismic Areas

Moment Resistant Connections of Steel Frames in Seismic Areas

Author: Federico Mazzolani

Publisher: CRC Press

Published: 2000-04-27

Total Pages: 686

ISBN-13: 9780415235778

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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.


Ductility of Seismic-Resistant Steel Structures

Ductility of Seismic-Resistant Steel Structures

Author: Victor Gioncu

Publisher: CRC Press

Published: 2003-09-02

Total Pages: 761

ISBN-13: 0203477324

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This book is a state-of-the-art report on the ductility of steel structures, containing a comprehensive review of the technical literature available, and presenting the results of the authors' own extensive research activities in this area. Analytical and numerical methods are described, and a wealth of practical information is provided. Ductility of Seismic-Resistant Steel Structures will be of great use to advanced students, researchers, designers and professionals in the field of civil, structural and earthquake engineering.


Moment Resistant Connections of Steel Frames in Seismic Areas

Moment Resistant Connections of Steel Frames in Seismic Areas

Author: Federico Mazzolani

Publisher: CRC Press

Published: 2000-04-27

Total Pages: 664

ISBN-13: 1482289075

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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. This volume results from a European project dealing with the 'reliability of moment resistant connections of steel frames in seismic areas' It is a must have for engineerse who want to be at the cutting edge of design in seismic areas.


Theory and Design of Seismic Resistant Steel Frames

Theory and Design of Seismic Resistant Steel Frames

Author: Federico Mazzolani

Publisher: CRC Press

Published: 2012-09-10

Total Pages: 516

ISBN-13: 1482271346

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A state-of-the-art summary of recent developments in the behaviour, analysis and design of seismic resistant steel frames. Much more than a simple background volume, it gives the most recent results which can be used in the near future to improve the codified recommendations for steel structures in seismic zones. It contains new material which cann


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

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

Author: Federal Emergency Agency

Publisher: FEMA

Published: 2013-03-16

Total Pages: 11

ISBN-13:

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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.


Seismic Resistant Steel Structures

Seismic Resistant Steel Structures

Author: Federico M. Mazzolani

Publisher: Springer

Published: 2014-05-04

Total Pages: 403

ISBN-13: 3709124808

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The catastrophic earthquakes of the last decades (Mexico City, 1985; Loma Prieta, 1989; Northridge, 1994; Kobe, 1995) have seriously undermined there putation of steel structures, which in the past represented the most suitable solution for seismic resistant structures. Even if in very few cases, the performance of steel joints and members was unexpectedly bad, showing that it was due to some lacks in the current design concept. As a consequence of the lessons learned from the above dramatic events, many progress has been recently achieved in the conception, design and construction, by introducing the new deals of the performance based design, including the differentiation of earthquaketypes and considering all factor influencing the steel structure behaviour under strong ground motions. In this scenario, the aim of the book is to transfer the most recent achievements into practical rules for a safe design of seismic resistant steel structures. The seven Chapters cover the basic principles and design criteria for seismic resistant steel structures, which are applied to the main structural typologies, like moment resistant frames, braced frames and composite structures with particular reference to connections and details.


STESSA 2000: Behaviour of Steel Structures in Seismic Areas

STESSA 2000: Behaviour of Steel Structures in Seismic Areas

Author: Federico Mazzolani

Publisher: CRC Press

Published: 2021-07-28

Total Pages: 790

ISBN-13: 1000446662

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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.


STESSA 2003 - Behaviour of Steel Structures in Seismic Areas

STESSA 2003 - Behaviour of Steel Structures in Seismic Areas

Author: Federico Mazzolani

Publisher: Routledge

Published: 2018-03-29

Total Pages: 869

ISBN-13: 1351413783

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Presenting a comprehensive overview of recent developments in the field of seismic resistant steel structures, this volume reports upon the latest progress in theoretical and experimental research into the area, and groups findings in the following key sections: · performance-based design of structures · structural integrity under exceptional loading · material and member behaviour · connections · global behaviour · moment resisting frames · passive and active control · strengthening and repairing · codification · design and application


Seismic Design of Steel Structures

Seismic Design of Steel Structures

Author: Victor Gioncu

Publisher: CRC Press

Published: 2013-11-20

Total Pages: 525

ISBN-13: 0203848888

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Providing real world applications for different structural types and seismic characteristics, Seismic Design of Steel Structures combines knowledge of seismic behavior of steel structures with the principles of earthquake engineering. This book focuses on seismic design, and concentrates specifically on seismic-resistant steel structures. Drawing o


Behaviour of Steel Structures in Seismic Areas

Behaviour of Steel Structures in Seismic Areas

Author: Federico Mazzolani

Publisher: CRC Press

Published: 2009-12-03

Total Pages: 1667

ISBN-13: 1439859418

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Behaviour of Steel Structures in Seismic Areas comprises the latest progress in both theoretical and experimental research on the behaviour of steel structures in seismic areas. The book presents the most recent trends in the field of steel structures in seismic areas, with particular reference to the utilisation of multi-level performance bas