Results 171 to 180 of about 80,125 (235)
Characterization of Bricks from Baroque Monuments in Northeastern Poland: A Comparative Study of Hygric Behavior and Microstructural Properties for Restoration Applications. [PDF]
Misiewicz J +3 more
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In-Plane Strengthening of Unreinforced Masonry Walls with Discrete Glass Fiber-Reinforced Polymer Grid Strips Bonded with Sprayed Polyurea. [PDF]
Yu P, Silva P, Nanni A.
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Adaptive Smart Materials in Architecture: Enhancing Durability and Sustainability in Modern Construction. [PDF]
Kallayil A +5 more
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Hydrophobic treatments and their application with internal wall insulation. [PDF]
Cambray T, Marincioni V, Altamirano H.
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Fire Behavior of Masonry Walls
Recent Patents on Mechanical Engineeringe, 2009A coupled hydro-thermal model is developed to study the phase-change process within partially saturated porous media. During the heating process (up to 1100°C), the increase of temperature in the medium is characterized by a plateau at a boiling point (around 100°C) revealing the energy absorption due to phase-change (liquid-vapor). In order to analyze
Ami Saada, Ramdane +3 more
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Interaction of masonry walls and shear walls in masonry buildings
Proceedings of the Institution of Civil Engineers - Structures and Buildings, 2018In most seismic regions of the world, many unreinforced masonry buildings have been constructed for different uses, including schools. Statistical analyses showed that 90% of schools on the retrofitting list in Iran are unreinforced masonry buildings. The addition of shear walls is a frequently used retrofitting method in these buildings.
Parisa Sartaji +2 more
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Engineering Journal, 1980
Structural steel beams and columns are often used to support masonry walls subjected to transverse and axial loads. Warehouse and gymnasium type buildings often have large floor-to-ceiling heights, such that allowable masonry wall heights are exceeded.
Lawrence A. Soltis, Young-Bee Tuan
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Structural steel beams and columns are often used to support masonry walls subjected to transverse and axial loads. Warehouse and gymnasium type buildings often have large floor-to-ceiling heights, such that allowable masonry wall heights are exceeded.
Lawrence A. Soltis, Young-Bee Tuan
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1983
Several problems arise related to the performance of the building envelopes enclosing swimming pools. The most serious is the severe deterioration of masonry within a short time after construction. The emphasis in this paper is on the need to improve the aitightness of the building enclosure.
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Several problems arise related to the performance of the building envelopes enclosing swimming pools. The most serious is the severe deterioration of masonry within a short time after construction. The emphasis in this paper is on the need to improve the aitightness of the building enclosure.
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The Masonry Society Journal, 1987
Although the design of masonry bearing wall, structural systems for high-rise, frameless buildings has been rationalized in the U.S., empirical, arbitrary, and antiquated procedures are still frequently used in this country to determine the thickness of nonbearing, non-reinforced, masonry panel walls supported by structural frames.
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Although the design of masonry bearing wall, structural systems for high-rise, frameless buildings has been rationalized in the U.S., empirical, arbitrary, and antiquated procedures are still frequently used in this country to determine the thickness of nonbearing, non-reinforced, masonry panel walls supported by structural frames.
openaire +1 more source

