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

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4. SEISMIC RESPONSE OF PARTIAL-STRENGTH COMPOSITE JOINTS Ryan I., Bitar D. (2002): Applicability of Composite Structures to Sway Frames. ECSC Contract n° 7210-PR-250, CTICM. Sivaselvan M.V., Reinhorn A.M. (1999): Hysteretic Model for Cyclic Behaviour of Deteriorating Inelastic Structures. Technical Report MCEER-99-0018. Stevens N. J., Uzumeri S. M., Collins M. P., Will G. T. (1991): Constitutive model for reinforced concrete finite element analysis. ACI Structural Journal, 88, 1, 49-59. Tsai K.C., Popov E.P. (1988): Steel beam–column joints in seismic moment resisting frames. Report no. EERC 88/19, University of California, Berkeley, CA. University of Pisa et al. (2004): Applicability of Composite Structure to Sway Frames, ECSC Project n. 7210-PR-250, Eur Report, European Community. Valles R.E., Reinhorn A.M., Kunnath S.K., Madan A. (1996): IDARC2D Version 4.0: A Program for the Inelastic Damage Analysis of Buildings. Technical Report NCEER-96-0010. Wang S.J. (1988): Seismic response of steel building frames with inelastic joint deformation. PhD thesis, Department of Civil Engineering, Lehigh University, Bethlehem, PA. 173
5.1 Introduction 5 SEISMIC BEHAVIOUR OF RC COLUMNS EMBEDDING STEEL PROFILES On August 17, 1999, a Mw 7.4 earthquake occurred on the 1500-km-long North Anatolian fault in north-western Turkey. The epicentre of the earthquake was near Izmit, 90 km east of Istanbul (Figure 5.1). After this seismic event, the Pacific Earthquake Engineering Research Center dispatched a “Reconnaissance Team” in the region of the epicentre to learn first hand about the performance of the civil infrastructure. Figure 5.1. Map of affected region showing recorded peak ground accelerations in circles (as percentage of acceleration of gravity) The geographic region impacted by the earthquake was somewhat narrow banded, centred on the fault and stretched from Istanbul in the west to Gölyaka and Düzce in the east. Damage to cocnrete construction was severe and widespread (Sezen
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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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4. SEISMIC RESPONSE OF PARTIAL-STRE
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5. SEISMIC BEHAVIOUR OF RC COLUMNS
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6. SUMMARY, CONCLUSIONS AND FUTURE
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