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Masonry strength influence on the buildings’ performance
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| Zeitschriftentitel: | IOP Conference Series: Materials Science and Engineering |
|---|---|
| Personen und Körperschaften: | |
| In: | IOP Conference Series: Materials Science and Engineering, 789, 2020, 1, S. 012012 |
| Format: | E-Article |
| Sprache: | Unbestimmt |
| veröffentlicht: |
IOP Publishing
|
| author_facet |
Constantinescu, S Constantinescu, S |
|---|---|
| author |
Constantinescu, S |
| spellingShingle |
Constantinescu, S IOP Conference Series: Materials Science and Engineering Masonry strength influence on the buildings’ performance |
| author_sort |
constantinescu, s |
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Constantinescu, S 1757-8981 1757-899X IOP Publishing http://dx.doi.org/10.1088/1757-899x/789/1/012012 <jats:title>Abstract</jats:title> <jats:p>This paper studied the behaviour of a medium height, confined masonry walls building, in a medium seismic area (0.25<jats:italic>g</jats:italic>, where <jats:italic>g</jats:italic> is the gravity acceleration), in Iasi, Romania. The study focuses on different masonry strengths impact on the building’s elastic and plastic behaviour. It is important to establish if the structure can bare the gravitational and seismic loads if weaker bricks are used and also how the plastic mechanism is formed if the walls are made of stronger and stiffer masonry. It is also highlighted how the beams stiffness affects the structure ductility and how it can be improved. The building does not have the same stiffness on both <jats:italic>X</jats:italic> and <jats:italic>Y</jats:italic> directions, so this will also be taken into account.</jats:p> Masonry strength influence on the buildings’ performance IOP Conference Series: Materials Science and Engineering |
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Masonry strength influence on the buildings’ performance |
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Masonry strength influence on the buildings’ performance |
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Masonry strength influence on the buildings’ performance |
| title_fullStr |
Masonry strength influence on the buildings’ performance |
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Masonry strength influence on the buildings’ performance |
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Masonry strength influence on the buildings’ performance |
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masonry strength influence on the buildings’ performance |
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http://dx.doi.org/10.1088/1757-899x/789/1/012012 |
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<jats:title>Abstract</jats:title>
<jats:p>This paper studied the behaviour of a medium height, confined masonry walls building, in a medium seismic area (0.25<jats:italic>g</jats:italic>, where <jats:italic>g</jats:italic> is the gravity acceleration), in Iasi, Romania. The study focuses on different masonry strengths impact on the building’s elastic and plastic behaviour. It is important to establish if the structure can bare the gravitational and seismic loads if weaker bricks are used and also how the plastic mechanism is formed if the walls are made of stronger and stiffer masonry. It is also highlighted how the beams stiffness affects the structure ductility and how it can be improved. The building does not have the same stiffness on both <jats:italic>X</jats:italic> and <jats:italic>Y</jats:italic> directions, so this will also be taken into account.</jats:p> |
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| author | Constantinescu, S |
| author_facet | Constantinescu, S, Constantinescu, S |
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| description | <jats:title>Abstract</jats:title> <jats:p>This paper studied the behaviour of a medium height, confined masonry walls building, in a medium seismic area (0.25<jats:italic>g</jats:italic>, where <jats:italic>g</jats:italic> is the gravity acceleration), in Iasi, Romania. The study focuses on different masonry strengths impact on the building’s elastic and plastic behaviour. It is important to establish if the structure can bare the gravitational and seismic loads if weaker bricks are used and also how the plastic mechanism is formed if the walls are made of stronger and stiffer masonry. It is also highlighted how the beams stiffness affects the structure ductility and how it can be improved. The building does not have the same stiffness on both <jats:italic>X</jats:italic> and <jats:italic>Y</jats:italic> directions, so this will also be taken into account.</jats:p> |
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| series | IOP Conference Series: Materials Science and Engineering |
| source_id | 49 |
| spelling | Constantinescu, S 1757-8981 1757-899X IOP Publishing http://dx.doi.org/10.1088/1757-899x/789/1/012012 <jats:title>Abstract</jats:title> <jats:p>This paper studied the behaviour of a medium height, confined masonry walls building, in a medium seismic area (0.25<jats:italic>g</jats:italic>, where <jats:italic>g</jats:italic> is the gravity acceleration), in Iasi, Romania. The study focuses on different masonry strengths impact on the building’s elastic and plastic behaviour. It is important to establish if the structure can bare the gravitational and seismic loads if weaker bricks are used and also how the plastic mechanism is formed if the walls are made of stronger and stiffer masonry. It is also highlighted how the beams stiffness affects the structure ductility and how it can be improved. The building does not have the same stiffness on both <jats:italic>X</jats:italic> and <jats:italic>Y</jats:italic> directions, so this will also be taken into account.</jats:p> Masonry strength influence on the buildings’ performance IOP Conference Series: Materials Science and Engineering |
| spellingShingle | Constantinescu, S, IOP Conference Series: Materials Science and Engineering, Masonry strength influence on the buildings’ performance |
| title | Masonry strength influence on the buildings’ performance |
| title_full | Masonry strength influence on the buildings’ performance |
| title_fullStr | Masonry strength influence on the buildings’ performance |
| title_full_unstemmed | Masonry strength influence on the buildings’ performance |
| title_short | Masonry strength influence on the buildings’ performance |
| title_sort | masonry strength influence on the buildings’ performance |
| title_unstemmed | Masonry strength influence on the buildings’ performance |
| url | http://dx.doi.org/10.1088/1757-899x/789/1/012012 |