Paper Title:
Investigation of the Rail-Induced Vibrations on a Masonry Historical Building
  Abstract

Increasingly historic masonry buildings are subjected to higher levels of traffic and rail vibrations due to urbanization and population growth. Deterioration and destabilisation of these buildings may result, especially if they were previously damaged (e.g. earthquakes or settlement problems). To better understand building response, vibration measurements were conducted on the Little Hagia Sophia Mosque, located adjacent to Istanbul’s Sirkeci-Halkali railway line. Transport-induced vibrations were recorded at several points on the ground and building. Attenuation characteristics in the ground and amplification features on the building were examined. Peak particle velocities often exceeded previously established thresholds for human perception and in some cases for structural damage. These are evaluated with respect to the building’s condition.

  Info
Periodical
Advanced Materials Research (Volumes 133-134)
Edited by
Xianglin Gu and Xiaobin Song
Pages
569-574
DOI
10.4028/www.scientific.net/AMR.133-134.569
Citation
A. Erkal, D. Laefer, P. Fanning, E. Durukal, U. Hancilar, Y. Kaya, "Investigation of the Rail-Induced Vibrations on a Masonry Historical Building", Advanced Materials Research, Vols. 133-134, pp. 569-574, 2010
Online since
October 2010
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Price
$35.00
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Chapter 1: Structural Reliability, Safety and Integrated Risk Management
Abstract:This paper presents the negative effects of the vibrations produced by railway transport systems upon the constructions in the neighbourhood...
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