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Analyses of a Two-Story Unreinforced Masonry Building

Journal of Structural Engineering, 2006
A variety of elastic and inelastic analytical approaches were used to investigate the response of a full-scale unreinforced masonry (URM) structure tested in the laboratory. Elastic analyses, employing a three-dimensional finite element model, revealed little coupling between parallel walls, and pointed to the appropriateness of two-dimensional ...
Tianyi Yi   +3 more
openaire   +1 more source

Practical seismic assessment of unreinforced masonry historical buildings

Earthquakes and Structures, 2016
Rehabilitation of historical unreinforced masonry (URM) buildings is a priority in many parts of the world, since those buildings are a living part of history and a testament of human achievement of the era of their construction. Many of these buildings are still operational; comprising brittle materials with no reinforcements, with spatially ...
Pardalopoulos, S. I.   +5 more
openaire   +2 more sources

Behaviour of Unreinforced Masonry Buildings Subjected to Earthquakes

The Masonry Society Journal, 1991
The collapse of unreinforced masonry buildings during an earthquake is the main contributor to the maximum loss of lives and injuries to people and it will continue to be so because an earthquake is a recurring natural calamity. Therefore, there is a need to develop a realistic understanding of the seismic response of masonry buildings, to evolve ...
M. Qamaruddin, Brijesh Chandra
openaire   +1 more source

Unreinforced Masonry Buildings

Unreinforced masonry is one of the earliest materials used in the construction of buildings. Many such buildings were therefore constructed prior to the introduction of seismic design requirements and tend to be highly vulnerable. Their age also means that unreinforced masonry construction often comprises some of our most important buildings from a ...
Matthew Fox, Weng Yuen Kam, Damian Grant
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Simple Seismic Assessment of Traditional Unreinforced Masonry Buildings

International Journal of Architectural Heritage, 2016
ABSTRACTA framework for quick seismic assessment and retrofit of traditional unreinforced masonry (URM) structures is presented. The proposed methods build on simple principles of structural dynamics and are used as an alternative to detailed time-history analysis, in recognition of the prevailing need for simple and practical methods, compatible with ...
Karantoni, F. V.   +5 more
openaire   +2 more sources

Seismic Evaluation of Existing Unreinforced Masonry Building

2012
It is well known that masonry buildings suffer a great deal of damage during earthquakes, leading to significant loss of lives. Almost 75% of the fatalities, attributed to earthquake in the last century, are caused by collapse of buildings of which the greatest portion (more than 70%) is due to collapse of masonry buildings. A majority of the tenements
Debranjan Sar, Pradip Sarkar
openaire   +1 more source

The non‐linear response of unreinforced masonry buildings to earthquake excitations

Earthquake Engineering & Structural Dynamics, 1992
AbstractThe three‐dimensional non‐linear earthquake behaviour of unreinforced masonry buildings is studied by using a constitutive model established experimentally for burned‐clay brick masonry wall panels. The parameter functions appearing in the constitutive model are modified so that they accommodate a wall panel made of a general masonry material ...
Kamil Tanrikulu A.   +2 more
openaire   +2 more sources

Failure of wall–slab joint in unreinforced masonry building

Advances in Structural Engineering, 2016
Investigations on buildings severely damaged due to earthquakes or explosions have indicated that unreinforced masonry buildings with simply supported precast concrete floor slabs exhibit deficiencies in resistance to progressive collapse, compared to unreinforced masonry buildings with continuous cast in situ concrete floor slabs.
Feng Lin   +4 more
openaire   +1 more source

Seismic Assessment of an Irregular Unreinforced Masonry Building

2020
The paper presents a study on a construction, erected in the 1870–1920 period, composed of two interconnected buildings. The main A building is reserved to living, having a basement, ground floor, one story, penthouse and a loft. The building is approximately rectangular with a dead wall on the North side property limit, being connected with the B ...
Gabriel Dănilă, Adrian Iordăchescu
openaire   +1 more source

Assessing fragility functions of unreinforced masonry buildings

STUDIES IN ENGINEERING AND EXACT SCIENCES
The seismic vulnerability entrenched within the historical urban landscapes of Algeria serves as a poignant reminder of the pressing need for comprehensive risk management strategies, particularly concerning low and medium height unreinforced masonry (URM) structures.
Fouzia Djaalali, Mahmoud Bensaibi
openaire   +1 more source

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