Results 121 to 130 of about 17,290 (239)
Vojnotehnički GlasnikIntroduction/purpose: This study evaluates the structural performance of masonry walls made from recycled plastic bricks under monotonic and cyclic loading. The purpose was to investigate the feasibility of using recycled plastic bricks as an alternative
Youcef Moulai Arbi +2 more
doaj +1 more source
Seismic improvement of masonry towers [PDF]
, 2008 Most part of Mediterranean area has been classified seismic. If for the new buildings a suitable code can be adopted and the material and the technology can give an effective contribution to the seismic resistance of the structure, for the old masonry ...
D. ABRUZZESE +3 more
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Nonlinear response of Masonry panels strengthened with FRP [PDF]
, 2007 Recent codes extended the use of displacement-based design methodologies, such as the pushover analysis, to the case of masonry buildings. On the base of this procedure, the seismic demand of buildings depends not only on the value of the peak load but ...
E. SACCO, E. GRANDE
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Structural reliability for two storey Italian masonry building [PDF]
, 2018 Two storey masonry dwellings are a common feature of the countryside in the northern regions of Italy, they are often clumped in small groups on the hillsides, with market type gardens surrounding.
Nichols, John M. +2 more
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Unreinforced masonry structures
Bulletin of the New Zealand Society for Earthquake Engineering, 1996 Unreinforced masonry is widely used in Australia as an architectural and structural material. Because of its high mass, lack of ductility and low tensile strength it is unsuitable for use in areas of high seismicity. However in countries of lower seismicity such as Australia it can be used provided it is designed, detailed and constructed correctly ...
openaire +2 more sources
System identification and structural health monitoring of bridge structures [PDF]
, 2013 This research study addresses two issues for the identification of structural characteristics of civil infrastructure systems. The first one is related to the problem of dynamic system identification, by means of experimental and operational modal ...
Islami, Kleidi
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Dimensionamento de um edifício em alvenaria estrutural de blocos de concreto: comentários sobre a NBR 15961-1 (2011) [PDF]
, 2013 TCC (graduação) - Universidade Federal de Santa Catarina. Centro Tecnológico. Engenharia Civil.Este trabalho apresenta o dimensionamento da estrutura de alvenaria estrutural de blocos de concreto de um edifício multifamiliar de seis pavimentos sobre ...
Reboredo, André Rampazzo
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Variation in shear properties of masonry [PDF]
, 2010 Simultaneously with building masonry walls for lintel-tests, mortar prisms and shear-triplets were made. About four hundred mortar prisms were tested according to EN 1052-11 to validate the mechanical properties of the industrially made masonry mortar ...
Vermeltfoort, A.T. +3 more
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Non-linear analysis of unreinforced masonry buildings under horizontal loads [PDF]
, 1997 An incremental-iterative procedure is presented for approximate assessment of the response of unreinforced masonry buildings to seismic loads. Working within the framework of the shear-type structural behavior, we propose a constitutive model for the ...
BARSOTTI, RICCARDO +1 more
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Ty Criteria Development on Groined Masonry Arch [PDF]
Masonry arch stability criteria definition has been developed by numerical modeling of cracked arch shell structure of Riga Dome cathedral. Settlement of supports induced strains in masonry arch shells that lead to stress redistribution and crack forming
Bondars, Kaspars, Korjakins, Aleksandrs
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