Assessment of risk of freeze-thaw damage in internally insulated masonry in a changing climate
Buildings are susceptible to gradual changes in climate and to extreme events. The scale and severity of climate change are expected to be spatially heterogeneous. There is a necessity to consider changing climate in the operation and maintenance of buildings, as buildings have a long-term service l...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Zhou, Xiaohai [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2020transfer abstract |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: Integration-free reprogramming of human umbilical arterial endothelial cells into induced pluripotent stem cells IHSTMi001-A - Li, Huilin ELSEVIER, 2018, the international journal of building science and its applications, New York, NY [u.a.] |
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| Übergeordnetes Werk: |
volume:175 ; year:2020 ; day:15 ; month:05 ; pages:0 |
| Links: |
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| DOI / URN: |
10.1016/j.buildenv.2020.106773 |
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| 520 | |a Buildings are susceptible to gradual changes in climate and to extreme events. The scale and severity of climate change are expected to be spatially heterogeneous. There is a necessity to consider changing climate in the operation and maintenance of buildings, as buildings have a long-term service life. In this study, the impact of climate change on the risk of freeze-thaw damage for internally insulated masonry wall in two regions in Switzerland (Zurich and Davos) for two future periods is investigated. A hygrothermal model that considers coupled moisture and heat transport in freezing and non-freezing building materials is used. The risk of freeze-thaw damage is evaluated with an indicator, called the FTDR Index. Climate projections under A1B and A2 emission scenarios from ten different climate model chains are chosen to cover a wide range of possible future climates. The risk of freeze-thaw damage at Zurich is relatively high in the reference period. An increase in air temperature in the cold period that leads to less freeze-thaw cycles is the main reason for the lower risk of freeze-thaw damage in the future periods. By comparison, the risk of freeze-thaw damage at Davos is low in the reference period. An increase in temperature and precipitation in the cold period is the main reason for the higher risk of freeze-thaw damage in the future periods at Davos. In the face of climate change, the future requirement on frost resistance of building materials and components at Davos should take the future climate loading into account. | ||
| 520 | |a Buildings are susceptible to gradual changes in climate and to extreme events. The scale and severity of climate change are expected to be spatially heterogeneous. There is a necessity to consider changing climate in the operation and maintenance of buildings, as buildings have a long-term service life. In this study, the impact of climate change on the risk of freeze-thaw damage for internally insulated masonry wall in two regions in Switzerland (Zurich and Davos) for two future periods is investigated. A hygrothermal model that considers coupled moisture and heat transport in freezing and non-freezing building materials is used. The risk of freeze-thaw damage is evaluated with an indicator, called the FTDR Index. Climate projections under A1B and A2 emission scenarios from ten different climate model chains are chosen to cover a wide range of possible future climates. The risk of freeze-thaw damage at Zurich is relatively high in the reference period. An increase in air temperature in the cold period that leads to less freeze-thaw cycles is the main reason for the lower risk of freeze-thaw damage in the future periods. By comparison, the risk of freeze-thaw damage at Davos is low in the reference period. An increase in temperature and precipitation in the cold period is the main reason for the higher risk of freeze-thaw damage in the future periods at Davos. In the face of climate change, the future requirement on frost resistance of building materials and components at Davos should take the future climate loading into account. | ||
| 650 | 7 | |a Climate change |2 Elsevier | |
| 650 | 7 | |a Internal thermal insulation |2 Elsevier | |
| 650 | 7 | |a Freeze-thaw damage |2 Elsevier | |
| 650 | 7 | |a Hygrothermal modeling |2 Elsevier | |
| 700 | 1 | |a Carmeliet, Jan |4 oth | |
| 700 | 1 | |a Derome, Dominique |4 oth | |
| 773 | 0 | 8 | |i Enthalten in |n Elsevier |a Li, Huilin ELSEVIER |t Integration-free reprogramming of human umbilical arterial endothelial cells into induced pluripotent stem cells IHSTMi001-A |d 2018 |d the international journal of building science and its applications |g New York, NY [u.a.] |w (DE-627)ELV000477206 |
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10.1016/j.buildenv.2020.106773 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001071.pica (DE-627)ELV050051784 (ELSEVIER)S0360-1323(20)30131-1 DE-627 ger DE-627 rakwb eng 570 VZ Zhou, Xiaohai verfasserin aut Assessment of risk of freeze-thaw damage in internally insulated masonry in a changing climate 2020transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Buildings are susceptible to gradual changes in climate and to extreme events. The scale and severity of climate change are expected to be spatially heterogeneous. There is a necessity to consider changing climate in the operation and maintenance of buildings, as buildings have a long-term service life. In this study, the impact of climate change on the risk of freeze-thaw damage for internally insulated masonry wall in two regions in Switzerland (Zurich and Davos) for two future periods is investigated. A hygrothermal model that considers coupled moisture and heat transport in freezing and non-freezing building materials is used. The risk of freeze-thaw damage is evaluated with an indicator, called the FTDR Index. Climate projections under A1B and A2 emission scenarios from ten different climate model chains are chosen to cover a wide range of possible future climates. The risk of freeze-thaw damage at Zurich is relatively high in the reference period. An increase in air temperature in the cold period that leads to less freeze-thaw cycles is the main reason for the lower risk of freeze-thaw damage in the future periods. By comparison, the risk of freeze-thaw damage at Davos is low in the reference period. An increase in temperature and precipitation in the cold period is the main reason for the higher risk of freeze-thaw damage in the future periods at Davos. In the face of climate change, the future requirement on frost resistance of building materials and components at Davos should take the future climate loading into account. Buildings are susceptible to gradual changes in climate and to extreme events. The scale and severity of climate change are expected to be spatially heterogeneous. There is a necessity to consider changing climate in the operation and maintenance of buildings, as buildings have a long-term service life. In this study, the impact of climate change on the risk of freeze-thaw damage for internally insulated masonry wall in two regions in Switzerland (Zurich and Davos) for two future periods is investigated. A hygrothermal model that considers coupled moisture and heat transport in freezing and non-freezing building materials is used. The risk of freeze-thaw damage is evaluated with an indicator, called the FTDR Index. Climate projections under A1B and A2 emission scenarios from ten different climate model chains are chosen to cover a wide range of possible future climates. The risk of freeze-thaw damage at Zurich is relatively high in the reference period. An increase in air temperature in the cold period that leads to less freeze-thaw cycles is the main reason for the lower risk of freeze-thaw damage in the future periods. By comparison, the risk of freeze-thaw damage at Davos is low in the reference period. An increase in temperature and precipitation in the cold period is the main reason for the higher risk of freeze-thaw damage in the future periods at Davos. In the face of climate change, the future requirement on frost resistance of building materials and components at Davos should take the future climate loading into account. Climate change Elsevier Internal thermal insulation Elsevier Freeze-thaw damage Elsevier Hygrothermal modeling Elsevier Carmeliet, Jan oth Derome, Dominique oth Enthalten in Elsevier Li, Huilin ELSEVIER Integration-free reprogramming of human umbilical arterial endothelial cells into induced pluripotent stem cells IHSTMi001-A 2018 the international journal of building science and its applications New York, NY [u.a.] (DE-627)ELV000477206 volume:175 year:2020 day:15 month:05 pages:0 https://doi.org/10.1016/j.buildenv.2020.106773 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA AR 175 2020 15 0515 0 |
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10.1016/j.buildenv.2020.106773 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001071.pica (DE-627)ELV050051784 (ELSEVIER)S0360-1323(20)30131-1 DE-627 ger DE-627 rakwb eng 570 VZ Zhou, Xiaohai verfasserin aut Assessment of risk of freeze-thaw damage in internally insulated masonry in a changing climate 2020transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Buildings are susceptible to gradual changes in climate and to extreme events. The scale and severity of climate change are expected to be spatially heterogeneous. There is a necessity to consider changing climate in the operation and maintenance of buildings, as buildings have a long-term service life. In this study, the impact of climate change on the risk of freeze-thaw damage for internally insulated masonry wall in two regions in Switzerland (Zurich and Davos) for two future periods is investigated. A hygrothermal model that considers coupled moisture and heat transport in freezing and non-freezing building materials is used. The risk of freeze-thaw damage is evaluated with an indicator, called the FTDR Index. Climate projections under A1B and A2 emission scenarios from ten different climate model chains are chosen to cover a wide range of possible future climates. The risk of freeze-thaw damage at Zurich is relatively high in the reference period. An increase in air temperature in the cold period that leads to less freeze-thaw cycles is the main reason for the lower risk of freeze-thaw damage in the future periods. By comparison, the risk of freeze-thaw damage at Davos is low in the reference period. An increase in temperature and precipitation in the cold period is the main reason for the higher risk of freeze-thaw damage in the future periods at Davos. In the face of climate change, the future requirement on frost resistance of building materials and components at Davos should take the future climate loading into account. Buildings are susceptible to gradual changes in climate and to extreme events. The scale and severity of climate change are expected to be spatially heterogeneous. There is a necessity to consider changing climate in the operation and maintenance of buildings, as buildings have a long-term service life. In this study, the impact of climate change on the risk of freeze-thaw damage for internally insulated masonry wall in two regions in Switzerland (Zurich and Davos) for two future periods is investigated. A hygrothermal model that considers coupled moisture and heat transport in freezing and non-freezing building materials is used. The risk of freeze-thaw damage is evaluated with an indicator, called the FTDR Index. Climate projections under A1B and A2 emission scenarios from ten different climate model chains are chosen to cover a wide range of possible future climates. The risk of freeze-thaw damage at Zurich is relatively high in the reference period. An increase in air temperature in the cold period that leads to less freeze-thaw cycles is the main reason for the lower risk of freeze-thaw damage in the future periods. By comparison, the risk of freeze-thaw damage at Davos is low in the reference period. An increase in temperature and precipitation in the cold period is the main reason for the higher risk of freeze-thaw damage in the future periods at Davos. In the face of climate change, the future requirement on frost resistance of building materials and components at Davos should take the future climate loading into account. Climate change Elsevier Internal thermal insulation Elsevier Freeze-thaw damage Elsevier Hygrothermal modeling Elsevier Carmeliet, Jan oth Derome, Dominique oth Enthalten in Elsevier Li, Huilin ELSEVIER Integration-free reprogramming of human umbilical arterial endothelial cells into induced pluripotent stem cells IHSTMi001-A 2018 the international journal of building science and its applications New York, NY [u.a.] (DE-627)ELV000477206 volume:175 year:2020 day:15 month:05 pages:0 https://doi.org/10.1016/j.buildenv.2020.106773 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA AR 175 2020 15 0515 0 |
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10.1016/j.buildenv.2020.106773 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001071.pica (DE-627)ELV050051784 (ELSEVIER)S0360-1323(20)30131-1 DE-627 ger DE-627 rakwb eng 570 VZ Zhou, Xiaohai verfasserin aut Assessment of risk of freeze-thaw damage in internally insulated masonry in a changing climate 2020transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Buildings are susceptible to gradual changes in climate and to extreme events. The scale and severity of climate change are expected to be spatially heterogeneous. There is a necessity to consider changing climate in the operation and maintenance of buildings, as buildings have a long-term service life. In this study, the impact of climate change on the risk of freeze-thaw damage for internally insulated masonry wall in two regions in Switzerland (Zurich and Davos) for two future periods is investigated. A hygrothermal model that considers coupled moisture and heat transport in freezing and non-freezing building materials is used. The risk of freeze-thaw damage is evaluated with an indicator, called the FTDR Index. Climate projections under A1B and A2 emission scenarios from ten different climate model chains are chosen to cover a wide range of possible future climates. The risk of freeze-thaw damage at Zurich is relatively high in the reference period. An increase in air temperature in the cold period that leads to less freeze-thaw cycles is the main reason for the lower risk of freeze-thaw damage in the future periods. By comparison, the risk of freeze-thaw damage at Davos is low in the reference period. An increase in temperature and precipitation in the cold period is the main reason for the higher risk of freeze-thaw damage in the future periods at Davos. In the face of climate change, the future requirement on frost resistance of building materials and components at Davos should take the future climate loading into account. Buildings are susceptible to gradual changes in climate and to extreme events. The scale and severity of climate change are expected to be spatially heterogeneous. There is a necessity to consider changing climate in the operation and maintenance of buildings, as buildings have a long-term service life. In this study, the impact of climate change on the risk of freeze-thaw damage for internally insulated masonry wall in two regions in Switzerland (Zurich and Davos) for two future periods is investigated. A hygrothermal model that considers coupled moisture and heat transport in freezing and non-freezing building materials is used. The risk of freeze-thaw damage is evaluated with an indicator, called the FTDR Index. Climate projections under A1B and A2 emission scenarios from ten different climate model chains are chosen to cover a wide range of possible future climates. The risk of freeze-thaw damage at Zurich is relatively high in the reference period. An increase in air temperature in the cold period that leads to less freeze-thaw cycles is the main reason for the lower risk of freeze-thaw damage in the future periods. By comparison, the risk of freeze-thaw damage at Davos is low in the reference period. An increase in temperature and precipitation in the cold period is the main reason for the higher risk of freeze-thaw damage in the future periods at Davos. In the face of climate change, the future requirement on frost resistance of building materials and components at Davos should take the future climate loading into account. Climate change Elsevier Internal thermal insulation Elsevier Freeze-thaw damage Elsevier Hygrothermal modeling Elsevier Carmeliet, Jan oth Derome, Dominique oth Enthalten in Elsevier Li, Huilin ELSEVIER Integration-free reprogramming of human umbilical arterial endothelial cells into induced pluripotent stem cells IHSTMi001-A 2018 the international journal of building science and its applications New York, NY [u.a.] (DE-627)ELV000477206 volume:175 year:2020 day:15 month:05 pages:0 https://doi.org/10.1016/j.buildenv.2020.106773 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA AR 175 2020 15 0515 0 |
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10.1016/j.buildenv.2020.106773 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001071.pica (DE-627)ELV050051784 (ELSEVIER)S0360-1323(20)30131-1 DE-627 ger DE-627 rakwb eng 570 VZ Zhou, Xiaohai verfasserin aut Assessment of risk of freeze-thaw damage in internally insulated masonry in a changing climate 2020transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Buildings are susceptible to gradual changes in climate and to extreme events. The scale and severity of climate change are expected to be spatially heterogeneous. There is a necessity to consider changing climate in the operation and maintenance of buildings, as buildings have a long-term service life. In this study, the impact of climate change on the risk of freeze-thaw damage for internally insulated masonry wall in two regions in Switzerland (Zurich and Davos) for two future periods is investigated. A hygrothermal model that considers coupled moisture and heat transport in freezing and non-freezing building materials is used. The risk of freeze-thaw damage is evaluated with an indicator, called the FTDR Index. Climate projections under A1B and A2 emission scenarios from ten different climate model chains are chosen to cover a wide range of possible future climates. The risk of freeze-thaw damage at Zurich is relatively high in the reference period. An increase in air temperature in the cold period that leads to less freeze-thaw cycles is the main reason for the lower risk of freeze-thaw damage in the future periods. By comparison, the risk of freeze-thaw damage at Davos is low in the reference period. An increase in temperature and precipitation in the cold period is the main reason for the higher risk of freeze-thaw damage in the future periods at Davos. In the face of climate change, the future requirement on frost resistance of building materials and components at Davos should take the future climate loading into account. Buildings are susceptible to gradual changes in climate and to extreme events. The scale and severity of climate change are expected to be spatially heterogeneous. There is a necessity to consider changing climate in the operation and maintenance of buildings, as buildings have a long-term service life. In this study, the impact of climate change on the risk of freeze-thaw damage for internally insulated masonry wall in two regions in Switzerland (Zurich and Davos) for two future periods is investigated. A hygrothermal model that considers coupled moisture and heat transport in freezing and non-freezing building materials is used. The risk of freeze-thaw damage is evaluated with an indicator, called the FTDR Index. Climate projections under A1B and A2 emission scenarios from ten different climate model chains are chosen to cover a wide range of possible future climates. The risk of freeze-thaw damage at Zurich is relatively high in the reference period. An increase in air temperature in the cold period that leads to less freeze-thaw cycles is the main reason for the lower risk of freeze-thaw damage in the future periods. By comparison, the risk of freeze-thaw damage at Davos is low in the reference period. An increase in temperature and precipitation in the cold period is the main reason for the higher risk of freeze-thaw damage in the future periods at Davos. In the face of climate change, the future requirement on frost resistance of building materials and components at Davos should take the future climate loading into account. Climate change Elsevier Internal thermal insulation Elsevier Freeze-thaw damage Elsevier Hygrothermal modeling Elsevier Carmeliet, Jan oth Derome, Dominique oth Enthalten in Elsevier Li, Huilin ELSEVIER Integration-free reprogramming of human umbilical arterial endothelial cells into induced pluripotent stem cells IHSTMi001-A 2018 the international journal of building science and its applications New York, NY [u.a.] (DE-627)ELV000477206 volume:175 year:2020 day:15 month:05 pages:0 https://doi.org/10.1016/j.buildenv.2020.106773 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA AR 175 2020 15 0515 0 |
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10.1016/j.buildenv.2020.106773 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001071.pica (DE-627)ELV050051784 (ELSEVIER)S0360-1323(20)30131-1 DE-627 ger DE-627 rakwb eng 570 VZ Zhou, Xiaohai verfasserin aut Assessment of risk of freeze-thaw damage in internally insulated masonry in a changing climate 2020transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Buildings are susceptible to gradual changes in climate and to extreme events. The scale and severity of climate change are expected to be spatially heterogeneous. There is a necessity to consider changing climate in the operation and maintenance of buildings, as buildings have a long-term service life. In this study, the impact of climate change on the risk of freeze-thaw damage for internally insulated masonry wall in two regions in Switzerland (Zurich and Davos) for two future periods is investigated. A hygrothermal model that considers coupled moisture and heat transport in freezing and non-freezing building materials is used. The risk of freeze-thaw damage is evaluated with an indicator, called the FTDR Index. Climate projections under A1B and A2 emission scenarios from ten different climate model chains are chosen to cover a wide range of possible future climates. The risk of freeze-thaw damage at Zurich is relatively high in the reference period. An increase in air temperature in the cold period that leads to less freeze-thaw cycles is the main reason for the lower risk of freeze-thaw damage in the future periods. By comparison, the risk of freeze-thaw damage at Davos is low in the reference period. An increase in temperature and precipitation in the cold period is the main reason for the higher risk of freeze-thaw damage in the future periods at Davos. In the face of climate change, the future requirement on frost resistance of building materials and components at Davos should take the future climate loading into account. Buildings are susceptible to gradual changes in climate and to extreme events. The scale and severity of climate change are expected to be spatially heterogeneous. There is a necessity to consider changing climate in the operation and maintenance of buildings, as buildings have a long-term service life. In this study, the impact of climate change on the risk of freeze-thaw damage for internally insulated masonry wall in two regions in Switzerland (Zurich and Davos) for two future periods is investigated. A hygrothermal model that considers coupled moisture and heat transport in freezing and non-freezing building materials is used. The risk of freeze-thaw damage is evaluated with an indicator, called the FTDR Index. Climate projections under A1B and A2 emission scenarios from ten different climate model chains are chosen to cover a wide range of possible future climates. The risk of freeze-thaw damage at Zurich is relatively high in the reference period. An increase in air temperature in the cold period that leads to less freeze-thaw cycles is the main reason for the lower risk of freeze-thaw damage in the future periods. By comparison, the risk of freeze-thaw damage at Davos is low in the reference period. An increase in temperature and precipitation in the cold period is the main reason for the higher risk of freeze-thaw damage in the future periods at Davos. In the face of climate change, the future requirement on frost resistance of building materials and components at Davos should take the future climate loading into account. Climate change Elsevier Internal thermal insulation Elsevier Freeze-thaw damage Elsevier Hygrothermal modeling Elsevier Carmeliet, Jan oth Derome, Dominique oth Enthalten in Elsevier Li, Huilin ELSEVIER Integration-free reprogramming of human umbilical arterial endothelial cells into induced pluripotent stem cells IHSTMi001-A 2018 the international journal of building science and its applications New York, NY [u.a.] (DE-627)ELV000477206 volume:175 year:2020 day:15 month:05 pages:0 https://doi.org/10.1016/j.buildenv.2020.106773 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA AR 175 2020 15 0515 0 |
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Enthalten in Integration-free reprogramming of human umbilical arterial endothelial cells into induced pluripotent stem cells IHSTMi001-A New York, NY [u.a.] volume:175 year:2020 day:15 month:05 pages:0 |
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Integration-free reprogramming of human umbilical arterial endothelial cells into induced pluripotent stem cells IHSTMi001-A |
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assessment of risk of freeze-thaw damage in internally insulated masonry in a changing climate |
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Assessment of risk of freeze-thaw damage in internally insulated masonry in a changing climate |
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Buildings are susceptible to gradual changes in climate and to extreme events. The scale and severity of climate change are expected to be spatially heterogeneous. There is a necessity to consider changing climate in the operation and maintenance of buildings, as buildings have a long-term service life. In this study, the impact of climate change on the risk of freeze-thaw damage for internally insulated masonry wall in two regions in Switzerland (Zurich and Davos) for two future periods is investigated. A hygrothermal model that considers coupled moisture and heat transport in freezing and non-freezing building materials is used. The risk of freeze-thaw damage is evaluated with an indicator, called the FTDR Index. Climate projections under A1B and A2 emission scenarios from ten different climate model chains are chosen to cover a wide range of possible future climates. The risk of freeze-thaw damage at Zurich is relatively high in the reference period. An increase in air temperature in the cold period that leads to less freeze-thaw cycles is the main reason for the lower risk of freeze-thaw damage in the future periods. By comparison, the risk of freeze-thaw damage at Davos is low in the reference period. An increase in temperature and precipitation in the cold period is the main reason for the higher risk of freeze-thaw damage in the future periods at Davos. In the face of climate change, the future requirement on frost resistance of building materials and components at Davos should take the future climate loading into account. |
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Buildings are susceptible to gradual changes in climate and to extreme events. The scale and severity of climate change are expected to be spatially heterogeneous. There is a necessity to consider changing climate in the operation and maintenance of buildings, as buildings have a long-term service life. In this study, the impact of climate change on the risk of freeze-thaw damage for internally insulated masonry wall in two regions in Switzerland (Zurich and Davos) for two future periods is investigated. A hygrothermal model that considers coupled moisture and heat transport in freezing and non-freezing building materials is used. The risk of freeze-thaw damage is evaluated with an indicator, called the FTDR Index. Climate projections under A1B and A2 emission scenarios from ten different climate model chains are chosen to cover a wide range of possible future climates. The risk of freeze-thaw damage at Zurich is relatively high in the reference period. An increase in air temperature in the cold period that leads to less freeze-thaw cycles is the main reason for the lower risk of freeze-thaw damage in the future periods. By comparison, the risk of freeze-thaw damage at Davos is low in the reference period. An increase in temperature and precipitation in the cold period is the main reason for the higher risk of freeze-thaw damage in the future periods at Davos. In the face of climate change, the future requirement on frost resistance of building materials and components at Davos should take the future climate loading into account. |
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Buildings are susceptible to gradual changes in climate and to extreme events. The scale and severity of climate change are expected to be spatially heterogeneous. There is a necessity to consider changing climate in the operation and maintenance of buildings, as buildings have a long-term service life. In this study, the impact of climate change on the risk of freeze-thaw damage for internally insulated masonry wall in two regions in Switzerland (Zurich and Davos) for two future periods is investigated. A hygrothermal model that considers coupled moisture and heat transport in freezing and non-freezing building materials is used. The risk of freeze-thaw damage is evaluated with an indicator, called the FTDR Index. Climate projections under A1B and A2 emission scenarios from ten different climate model chains are chosen to cover a wide range of possible future climates. The risk of freeze-thaw damage at Zurich is relatively high in the reference period. An increase in air temperature in the cold period that leads to less freeze-thaw cycles is the main reason for the lower risk of freeze-thaw damage in the future periods. By comparison, the risk of freeze-thaw damage at Davos is low in the reference period. An increase in temperature and precipitation in the cold period is the main reason for the higher risk of freeze-thaw damage in the future periods at Davos. In the face of climate change, the future requirement on frost resistance of building materials and components at Davos should take the future climate loading into account. |
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