Automatic Procedures for the Safety Assessment of Stand-alone Masonry Arches

ABSTRACT

In the context of the structural safety evaluation of masonry arches under both gravitational and seismic loads, this study analyses the possibility to apply fast-assessment methodologies, aimed at defining intervention priorities through the proposal of typological abacuses. With this aim, two automatic VBA (Visual Basic for Application) procedures have been implemented and adopted to estimate the capacity of six configurations (from semi-circular to pointed) of stand-alone masonry arches to withstand vertical loads, and to calculate the horizontal load multiplier, related to the in-plane seismic capacity. The developed subroutines are based on the Uniqueness Theorem of Limit Analysis, so that a static and a kinematic approach have been adopted, respectively, for the estimation of the maximum vertical load, compatible with the geometric features, and the evaluation of the horizontal capacity. Subsequently, both procedures have been applied to a wide range of arches by means of a parametric study. The results thus obtained allow the definition of typological abacuses for the preliminary safety assessment of the investigated structural types.

KEYWORDS:

• Cultural heritage
• kinematic analysis
• Limit Analysis
• masonry arches
• thrust line

Acknowledgments

This study has been developed both within the national project, promoted by the agreement between the Italian consortium ReLUIS and the Department of Civil Protection (DPC), “Seismic Hazard Maps and Damage Scenario (MARS)” and as part of a scholarship funded in the framework of the National Operational Program ESF-ESFR Research and Innovation (PON RI 2014-2020), Action I.1 related to Innovative Industrial Ph.D (Project Code-CUP-B25D18000010006).

Disclosure statement

No potential competing interest was reported by the authors.