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

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5. SEISMIC BEHAVIOUR OF RC COLUMNS EMBEDDING STEEL PROFILES prEN 1998-1:2001: Design of structures for earthquake resistance. Part 1: general rules, seismic actions and rules for buildings. Draft n°3, May 2001. Scawthorn C.R. (2000): Turkey earthquake of August 17, 1999: Reconnaissance Report. Technical Report MCEER-00-0001. Buffalo, N.Y.: Multidisciplinary Center for Earthquake Engineering Research, State University of New York, NY. Editor. the Marmara. Sezen H., Elwood K.J., Whittaker A.S., Mosalam K.M., Wallace J.W., Stanton J.F. (2000): Structural Engineering Reconnaissance of the August 17, 1999 Kocaeli (Izmit), Turkey Earthquake. PEER 2000/09. Technical Report. Berkeley, CA.: Pacific Earthquake Engineering Research Center, University of California, CA. http://nisee.berkeley.edu/turkey. Turkish Standards Institute (1985). TS-500 Building Code Requirements for Reinforced Concrete. Ankara, Turkey. 243
6.1 Summary 6 SUMMARY, CONCLUSIONS AND FUTURE PERSPECTIVES Mainly focusing the attention in new solutions assuring the necessary ductility, that can be obtained not only through careful study of building morphology, structural schemes and construction details, but also through a rational use of materials, this work constitutes an endeavour toward detailed analyses, design and tests of beam-to-column joints. The analysis started from the theoretical investigation of the so-called Performance-Based Seismic Engineering approach, that is defined as “identification of seismic hazards, selection of the performance levels and performance design objectives, determination of site suitability, conceptual design, numerical preliminary design, final design, acceptability checks during design, design review, specification of quality assurance during the construction and of monitoring of the maintenance and occupancy (function) during the life of the building." (Bertero and Bertero, 2002). Therefore, a comprehensive performance based design involves several steps: • selection of the performance objectives; • definition of multi-level design criteria; • specification of ground motion levels, corresponding to the different design criteria; • consideration of a conceptual overall seismic design; • options for a suitable structural analysis method; • carrying out comprehensive numerical checking. On this basis an extensive study has been carried out on three main topics that are briefly summarized hereafter. 1. Seismic behaviour of bolted end plate beam-to-column steel joints: this research programme had a two-fold purpose: (i) to analyse the seismic
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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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Analysis and modelling of the seismic behaviour of high ... - Ingegneria

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