Analysis and modelling of the seismic behaviour of high ... - Ingegneria

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3. SEISMIC BEHAVIOUR OF BOLTED END PLATE BEAM-TO-COLUMN STEEL JOINTS Bjorhovde R., Colson A. and Zandonini R. (1996): Connections in Steel Structures III: Behaviour, Strength & Design. Pergamon Press, London, UK, 594. Bose B., Sarkar S., and Bahrami M. (1996): Extended end plate connections: comparison between three-dimensional non-linear finite element analysis and full scale tests. Structural Engineering Review, Pergamon Press, UK, 8:4, 315-328. Bursi O.S. and Jaspart J.P. (1997): Calibration of a finite element model for isolated bolted end plate steel connections. J. of Construct. Steel Res., Elsevier Applied Science, UK, 44:3, 225-262. Bursi O.S. and Jaspart J.P. (1998): Basic issues in the finite element simulation of extended end plate connections. Computers & Structures, Pergamon Press, UK, 69, 361-382. Bursi O.S., Ferrario F. and Fontanari V. (2002): Non-linear Analysis of the Low-cycle Fracture Behaviour of Isolated Tee Stub Connections. Computers and Structures, 80, 2333-2360. Colson A. (1992): First State of the Art Workshop, EU Project COST C1: Semi-rigid Behaviour of Civil Engineering Structural Connections. European Commission, Belgium, 582. Deng C.G., Bursi O.S. and Zandonini R. (1998): Analysis of Moment Resisting Steel Connections under Reversed Cyclic Loading. Proc. of the Fourth Int. Conf. on Computational Structures Technology, Edinburgh, UK. ECCS (1986): Recommended Testing Procedure for Assessing the Behaviour of Structural Steel Elements under Cyclic Loads. ECCS Publication n° 45. El-Tawil S., Mikesell T., Vidarsson E. and Kunnath, S.K. (1998): Strength and ductility of FR welded-bolted connections. Report No. SAC/BD-98/01, SAC Joint Venture, Sacramento, CA. Easterling, S.W. and Leon R.T. (2002): Connections in Steel Structures IV: Behaviour, Strength & Design. AISC, Chicago, USA, 473. European Committee for Standardization (2001): Eurocode 3: Design of Steel Structures. Part 1.1: General Rules and Rules for Buildings. European Prestandard – ENV 1993-1-1, Belgium. European Committee for Standardization (2002): Eurocode 4: Design of composite steel and concrete structures, Part 1.1 General rules and rules for buildings. European Prestandard – prEN 1994-1-1, CEN/TC250/SC4 N259, Belgium. 97
3. SEISMIC BEHAVIOUR OF BOLTED END PLATE BEAM-TO-COLUMN STEEL JOINTS 98 European Committee for Standardization (2002): Eurocode 8: Design of Structures for Earthquake Resistance. Part 1: General Rules, Seismic Actions and Rules for Buildings. European Prestandard – ENV 1998-1; Frank K.H. (1997): The Physical and Metallurgical Properties of Structural Steels. Report No SAC 95-09. California: Applied Technology Council, Redwood city, 1997. Ghobarah A., Osman A. and Korol R.M. (1990): Behavior of extended end plate connections under cyclic loading. Engineering Structures, 12:1, 15- 27. Ghobarah A., Korol R.M. and Osman A. (1992): Cyclic behavior of extended end plate joints. J. Struct. Engr., ASCE, USA, 118:5, 1333-1353. Hancock J.W. and MacKenzie A.C. (1976): On the mechanisms of ductile failure in high-strength steels subjected to multi-axial stress states. Journal Mech. Phys. of Solids; 24, 147–69. Hibbitt, Karlsson & Sorensen Inc. (2001): ABAQUS - User’s Manual. Version 6.2. Vol. 1-3. Kukreti A.R. and Biswas P. (1997): Finite element analysis to predict the cyclic hysteretic behavior and failure of end plate connections. Computers & Structures, Elsevier Science Ltd., UK, 65, 127-147. Kuwamura H. (1998): Fracture of Steel During an Earthquake: State of the Art in Japan. Engineering Structures, Vol. 20, No 4-6, 310-322. Lemaitre J. (1996): A course on damage mechanics. Berlin: Springer Verlag. Lorenz R.F., Kato B. and Chen W.F. (1993): Semi-rigid Connections in Steel Frames. Council on Tall Buildings and Urban Habitat, Mc Graw Hill, USA, 318. Maquoi R. (1999): Control of the semi-rigid behaviour of civil engineering structural connections. Proc. of the International Conference, EU Project COST C1, Publication EUR 18854 EN, Belgium, 579. Monahan C.C. (1985): Early fatigue crack growth at welds. Computational Mechanics Publications, Southampton, UK. Nader M.N. and Astaneh-Asl A. (1991): Dynamic behavior of flexible, semi- rigid and rigid steel frames. J. of Construct. Steel Res., Elsevier Science Ltd., UK, 18, 179-192. Nethercot D. and Zandonini R. (1988): Methods of prediction of joint behaviour – Beam-to-column connections, Structural Connections – Stability and Strength. Ed. R. Naranayan, Elsevier Applied Science, London, UK, 23-62.
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Dipartimento di Ingegneria Meccanic
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UNIVERSITÀ DEGLI STUDI DI TRENTO D
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Ai miei genitori
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INDEX 1 INTRODUCTION...............
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INDEX iii 4.10.3 Results of the PsD
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1.1 Introduction 1 1 INTRODUCTION I
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1. INTRODUCTION imposes precise con
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1. INTRODUCTION joints whilst 2D mo
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7 2 DUCTILITY AND SEISMIC RESPONSE
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2. DUCTILITY AND SEISMIC RESPONSE O
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3. SEISMIC BEHAVIOUR OF BOLTED END
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5. SEISMIC BEHAVIOUR OF RC COLUMNS
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6. SUMMARY, CONCLUSIONS AND FUTURE
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