Computational Technology Resources - CSETS

F.J. Pallarés¹, S. Ivorra², L. Pallarés¹ and J.M. Adam¹

¹Universidad Politecnica de Valencia, Spain
²Universidad de Alicante, Spain

F.J. Pallarés, S. Ivorra, L. Pallarés, J.M. Adam, "Modelling the Seismic Behaviour of Industrial Masonry Chimneys", in J.W. Bull, (Editor), "Computer Analysis and Design of Masonry Structures", Saxe-Coburg Publications, Stirlingshire, UK, Chapter 2, pp 31-54, 2017.

Keywords: accelerations, chimney, cracking, fibre-reinforced polymer, strengthening.

Abstract

This chapter describes the numerical modelling of industrialmasonry chimneys where seismic forces are considered. A brief description and history of the chimneys is included as are the experimental results obtained from in-situ tests. These results are used to calibrate a numerical model employed to reproduce the seismic behaviour of an industrial masonry chimney according to a response spectrum. Material and structure modelling are explained and details about the seismic calculations provided. Finally, alternative strengthening arrangements using fibre-reinforced polymer (FRP) are discussed and conclusions drawn.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Computational Science, Engineering & Technology Series ISSN 1759-3158 CSETS: 39 COMPUTER ANALYSIS AND DESIGN OF MASONRY STRUCTURES Edited by: J.W. Bull Chapter 2 Modelling the Seismic Behaviour of Industrial Masonry Chimneys F.J. Pallarés¹, S. Ivorra², L. Pallarés¹ and J.M. Adam¹ ¹Universidad Politecnica de Valencia, Spain ²Universidad de Alicante, Spain purchase the full-text of this chapter Full Bibliographic Reference for this chapter F.J. Pallarés, S. Ivorra, L. Pallarés, J.M. Adam, "Modelling the Seismic Behaviour of Industrial Masonry Chimneys", in J.W. Bull, (Editor), "Computer Analysis and Design of Masonry Structures", Saxe-Coburg Publications, Stirlingshire, UK, Chapter 2, pp 31-54, 2017. Keywords: accelerations, chimney, cracking, fibre-reinforced polymer, strengthening. Abstract This chapter describes the numerical modelling of industrialmasonry chimneys where seismic forces are considered. A brief description and history of the chimneys is included as are the experimental results obtained from in-situ tests. These results are used to calibrate a numerical model employed to reproduce the seismic behaviour of an industrial masonry chimney according to a response spectrum. Material and structure modelling are explained and details about the seismic calculations provided. Finally, alternative strengthening arrangements using fibre-reinforced polymer (FRP) are discussed and conclusions drawn. purchase the full-text of this chapter (price £25) go to the previous chapter go to the next chapter return to the table of contents return to the book description purchase this book (price £85 +P&P)
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