Results 71 to 80 of about 66,633 (280)

Impact assessment of earthquake early warning systems in Central America

open access: yesEarthquake Spectra, Volume 41, Issue 4, Page 3094-3122, November 2025.
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

Shear Strengthening of Stone Masonry Walls Using Textile-Reinforced Sarooj Mortar

open access: yesBuildings
Most historical buildings and structures in Oman were built using unreinforced stone masonry. These structures have deteriorated due to the aging of materials, environmental degradation, and lack of maintenance.
Yasser Al-Saidi   +3 more
doaj   +1 more source

Seismic Fragility Assessment of a Multi‐Span Masonry Arch Bridge Using a Discontinuum Modeling Approach

open access: yesEarthquake Engineering &Structural Dynamics, Volume 54, Issue 13, Page 3320-3340, 25 October 2025.
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

Seismic safety assessment of unreinforced masonry low-rise buildings in Pakistan and its neighbourhood [PDF]

open access: yesNatural Hazards and Earth System Sciences, 2009
Pakistan and neighbourhood experience numerous earthquakes, most of which result in damaged or collapsed buildings and loss of life that also affect the economy adversely.
K. A. Korkmaz
doaj  

A Novel and Sustainable Application of Basalt Fibers for Strengthening Unreinforced Masonry Walls

open access: yesJournal of Natural Fibers, 2017
This paper presents the first results of a study aimed at improving the seismic behavior of unreinforced masonry walls by a novel and sustainable application of basalt fibers.
E. Quagliarini   +3 more
doaj   +1 more source

Parametrical study of masonry walls subjected to in-plane loading through numerical modeling [PDF]

open access: yes, 2011
This paper deals with the numerical assessment of the influence of parameters such as pre-compression level, aspect ratio, vertical and horizontal reinforcement ratios and boundary conditions on the lateral strength of masonry walls under in-plane ...
Haach, V.   +2 more
core   +1 more source

Performance of historical ferrocement specimens subjected to corrosive environments

open access: yesStructural Concrete, Volume 26, Issue 5, Page 5785-5806, October 2025.
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

Selection of the Optimal Intensity Measure for Unreinforced Masonry Buildings Using Vulnerability-Based Metrics

open access: yesBuildings
Selection of the optimal intensity measure is an important contribution to reducing the numerous uncertainties in seismic inputs within the context of performance-based earthquake engineering, especially for unreinforced masonry buildings that exhibit ...
Ante Pilipović   +2 more
doaj   +1 more source

Seismic Analysis of Unreinforced Masonry Walls

open access: yesIDRiM Journal, 2017
The Alpine-Himalayan belt which covers the entire Himalayan range of India is the second most active seismic belt in the world. In the Himalayan range, the Indian plate is in an on-going collision with the Eurasian plate. The consequent interlocking between the two plates causes a release of accumulated strain at several faults in this collision zone ...
Jaya Prakash Vemuri, Subramaniam Kolluru
openaire   +1 more source

Probabilistic Simulation of Crack Propagation in Masonry Walls Using a Grain‐Based Energy Accumulation Model

open access: yesce/papers, Volume 8, Issue 3-4, Page 308-315, September 2025.
Abstract Unreinforced masonry (URM) buildings constitute an important portion of the European building stock, where metal injection anchors are widely utilized for seismic retrofitting. While crack propagation in URM walls is extensively studied, the interaction between these cracks and structural anchors remains an underexplored area of research. This
Doruk Gurkut, Giovanni Muciaccia
wiley   +1 more source

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