Collapse behavior of masonry domes under seismic loads: an adaptive NURBS kinematic limit analysis approach
The ultimate limit state behavior of masonry domes under axisymmetric gravity loads is
nowadays well known and it has been proved how a generalization of the thrush line …
nowadays well known and it has been proved how a generalization of the thrush line …
Strengthening techniques for masonry domes: A review
A Bayraktar, S Bayraktar… - International Journal of …, 2023 - journals.sagepub.com
Historical masonry domes are an important part of the architectural and engineering
heritage in the World. They have been extensively used to cover the spaces of temples …
heritage in the World. They have been extensively used to cover the spaces of temples …
Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Numerical analyses
The two arches and the three vaults experimentally described in Carozzi et al.(2017) are
here analyzed with a novel robust FE lower bound limit analysis code, suitable to predict …
here analyzed with a novel robust FE lower bound limit analysis code, suitable to predict …
Seismic failure behavior of masonry domes under strong ground motions
General stability and failure behaviors of masonry domes under static loads have been
investigated extensively in literature. However, a few studies have been done on the seismic …
investigated extensively in literature. However, a few studies have been done on the seismic …
[HTML][HTML] Simple modeling of reinforced masonry arches for associated and non-associated heterogeneous limit analysis
Y Hua, G Milani - Computers & Structures, 2023 - Elsevier
This paper proposes a limit analysis heterogeneous model for masonry arches in presence
of innovative strengthening, rigid blocks, and joints reduced to interfaces. The reinforcement …
of innovative strengthening, rigid blocks, and joints reduced to interfaces. The reinforcement …
UB-ALMANAC: An adaptive limit analysis NURBS-based program for the automatic assessment of partial failure mechanisms in masonry churches
As well known, masonry churches fail upon formation of partial failure mechanisms, usually
activating at very low levels of horizontal accelerations, which are responsible for the …
activating at very low levels of horizontal accelerations, which are responsible for the …
Thrust Surface Method: An innovative approach for the three-dimensional lower bound Limit Analysis of masonry vaults
We propose a new computational equilibrium approach for the structural safety assessment
of historical masonry vaults of any geometry under general loading conditions. This …
of historical masonry vaults of any geometry under general loading conditions. This …
A fast and general upper-bound limit analysis approach for out-of-plane loaded masonry walls
A new general approach for the limit analysis of out-of-plane loaded masonry walls based
on an upper bound formulation is presented. A given masonry wall of generic form …
on an upper bound formulation is presented. A given masonry wall of generic form …
A FRCM technique for strengthening of masonry domes against near-fault pulse-like vertical excitations
Masonry domes have been used extensively in historic architecture, covering large interior
spaces in structures ranging from temples, mausoleums, palaces and fortresses to baths …
spaces in structures ranging from temples, mausoleums, palaces and fortresses to baths …
Advanced non-linear numerical modeling of masonry groin vaults of major historical importance: St John Hospital case study in Jerusalem
This study presents three advanced non-linear modeling strategies for the evaluation of the
non-linear behavior under horizontal loads of a historical groin vault of major importance …
non-linear behavior under horizontal loads of a historical groin vault of major importance …