DeJong, MJ and Vibert, C (2012) Seismic response of stone masonry spires: Computational and experimental modeling. Engineering Structures, 40. pp. 566-574. ISSN 0141-0296Full text not available from this repository.
Analytical methods provide a global context from which to understand the dynamics of stone spires, but computational and experimental methods are useful to predict more specific behavior of multiple block structures. In this paper, the spire of St. Mary Magdalene church in Waltham-on-the-Wolds, UK, which was damaged in the 2008 Lincolnshire Earthquake, is used as a case study. Both a physical model and a discrete element computational model of the spire were created and used to investigate collapse under constant horizontal acceleration, impulse base motion, and earthquake ground motion. Results indicate that the global behavior compares well with analytical modeling, but local block displacements evident in DEM and experimental results also reduce the stability of the structure. In this context, the observed damage to St. Mary Magdalene church is evaluated and discussed. © 2012 Elsevier Ltd.
|Uncontrolled Keywords:||Discrete element modeling Earthquakes Experimental testing Masonry Rocking Scale model Spire|
|Divisions:||Div D > Structures|
|Depositing User:||Unnamed user with email email@example.com|
|Date Deposited:||16 Jul 2015 13:13|
|Last Modified:||07 Oct 2015 00:30|