Results 71 to 80 of about 11,524 (234)
Seismic vulnerability of existing masonry buildings: Nonlinear parametric analysis [PDF]
Existing masonry structures are usually associated to a high seismic vulnerability, mainly due to the properties of the materials, weak connections between floors and load-bearing walls, high mass of the masonry walls and flexibility of the floors.
Lourenço, Paulo B., Mendes, N.
core +1 more source
Experimental data from out‐of‐plane shake‐table tests on unreinforced masonry gables
This article presents a dataset from an experimental campaign investigating the out‐of‐plane (OOP) seismic response of unreinforced masonry (URM) gables in existing buildings. Addressing a critical gap in published research, the dataset provides novel experimental data on the incremental dynamic OOP behavior of three URM gables tested under seismic ...
Satyadhrik Sharma +9 more
wiley +1 more source
Retrofit of Unreinforced Masonry Walls Using Geotextile and CFRP
A preliminary investigation into the suitability of using geotextile as an inexpensive seismic retrofit material was conducted. Ten specimens of unreinforced masonry (URM) walls were constructed with masonry without bars or other transverse ...
M.T. Mansourikia, A. Hoback
doaj +1 more source
Seismic behaviour of unreinforced masonry walls
The ' behaviour of unreinforced masonry walls under seismic loading is considered, with particular emphasis being given to face-load response. It is shown that traditional methods of assessing seismic performance based on elastic stress calculations result in excessively conservative results when compared with more realistic methods of assessment.
L. M. Robinson, M. J. N. Priestley
openaire +2 more sources
Impact assessment of earthquake early warning systems in Central America
Earthquake Early Warning (EEW) systems aim to alert users in advance of imminent shaking, enabling them to take action. In collaboration with local seismic agencies, the Swiss Seismological Service (SED), has developed national EEW systems across Central America.
Benazir Orihuela +8 more
wiley +1 more source
Seismic behaviour of unreinforced masonry walls
The behaviour of unreinforced masonry walls under seismic loading is considered, with particular emphasis being given to face-load response. It is shown that traditional methods of assessing seismic performance based on elastic stress calculations result in excessively conservative results when compared with more realistic methods of assessment.
openaire +2 more sources
ABSTRACT This paper investigates the seismic performance of a multi‐span masonry arch bridge using an advanced modeling approach based on the Distinct Element Method. Located in Italy and constructed of regular stone masonry, the bridge features three consecutive arch vaults with similar geometry.
Alessia Furiosi +3 more
wiley +1 more source
Modern masonry structures and earthquakes : reinforced or unreinforced? [PDF]
The evolution of structural masonry is briefly reviewed, from old thrust line behavior to modern global behavior using shear walls. For modern structural masonry, the use of unreinforced, confined and reinforced masonry is addressed in seismic areas.
Lourenço, Paulo B., Vasconcelos, Graça
core
Unreinforced concrete masonry for circular construction
AbstractThis paper proposes an effective approach to realise circular construction with concrete, and shows Unreinforced Masonry as a foundational building block for it.The paper outlines the importance of circularity in building structures. It specifically focuses on the impact of circular construction with concrete on improving the sustainability of ...
Bhooshan, Shajay +4 more
openaire +2 more sources
Performance of historical ferrocement specimens subjected to corrosive environments
Abstract Ferrocement is a type of thin wall‐reinforced concrete composed of hydraulic cement mortar reinforced with several layers of steel wire mesh. The material is used as a low‐cost construction and retrofit solution and allows the creation of very thin elements.
Erica Lenticchia +3 more
wiley +1 more source

