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Moment Resistant Connections of Steel Frames in Seismic Areas : Design and Reliability - ENG. Federico Mazzolani

Moment Resistant Connections of Steel Frames in Seismic Areas

Design and Reliability

Paperback Published: 11th July 2000
ISBN: 9780415235778
Number Of Pages: 672

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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.

Introductory Remarksp. xi
Scopep. xi
Development of activityp. xii
Obtained resultsp. xviii
Seismic Input and Codificationp. 1
Analysis of design criteria and seismic hazard: comparison among codesp. 3
Influence of the type of seismic ground motionsp. 57
Ductility of Members and Connectionsp. 93
Prediction of available ductility by means of local plastic mechanism method: DUCTROT computer programp. 95
Plastic deformation capacity of bolted T-stubs: theoretical analysis and testingp. 147
Cyclic Behaviour of Beam-to-Column Bare Steel Connectionsp. 165
Influence of strain ratep. 167
Influence of connection typology and loading asymmetryp. 217
Influence of haunchingp. 245
Influence of column sizep. 267
Cyclic Behaviour of Beam-to-Column Composite Connectionsp. 291
Present situationp. 293
Research works from literaturep. 295
Cyclic behaviour of shear connectorsp. 299
Behaviour of full scale jointsp. 313
Conclusionsp. 339
Re-Elaboration of Experimental Resultsp. 341
Evaluation of Global Seismic Performancep. 369
Ductility demand for semi-rigid joint framesp. 371
Interaction between local and global propertiesp. 409
Failure Mode and Ductility Demandp. 459
Design of semi-rigid steel frames for failure mode controlp. 461
Influence of connection modelling on seismic response of moment resisting steel framesp. 485
Influence of the structural typology on the seismic performance of steel framed buildingsp. 513
Influence of building asymmetryp. 539
Design Methodologyp. 563
General definitions and basic relationsp. 565
Energy approachp. 579
The base shear force approachp. 597
Comparison among methodsp. 617
Concluding Remarksp. 629
Table of Contents provided by Syndetics. All Rights Reserved.

ISBN: 9780415235778
ISBN-10: 0415235774
Audience: Professional
Format: Paperback
Language: English
Number Of Pages: 672
Published: 11th July 2000
Publisher: TAYLOR & FRANCIS
Country of Publication: GB
Dimensions (cm): 24.18 x 16.41  x 4.5
Weight (kg): 1.41
Edition Number: 1

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