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Wind Resistance Performance Evaluation of Cable-Type Curtain Wall System on Reinforced Concrete High-Rise Buildings
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Park, Hyun Soo | - |
dc.contributor.author | Won, Jong Ho | - |
dc.contributor.author | Chung, Woong June | - |
dc.date.accessioned | 2019-03-13T04:42:16Z | - |
dc.date.available | 2020-01-15T14:04:37Z | - |
dc.date.issued | 2018-12-29 | - |
dc.identifier.citation | International Journal of Concrete Structures and Materials, 12(1):83 | ko_KR |
dc.identifier.issn | 2234-1315 | - |
dc.identifier.uri | https://hdl.handle.net/10371/147076 | - |
dc.description.abstract | In this research, a cable-type wall system that could replace the conventional aluminum curtain wall system for reinforced concrete high-rise buildings is proposed. The cable-type wall system is a newly developed system, which could be used as an existing exterior skin system, and can effectively support the wind load acting on the exterior of the high-rise buildings by the pre-induced initial tension force to the cable supporting the glass. The main advantages of the cable-type wall system are that the expense of construction could be reduced due to the simplicity of the construction. The experiment of structural analysis and air/water tightness was performed to evaluate its feasibility of industrialization. The structural performance of the cable-type wall system was evaluated through the structural analysis and the full-scale experiment to predict the initial pre-tension force and the design load displacement of the vertical one-way cable-type wall system that can be used for a typical floor of the high-rise building. The initial pre-tension force and structural behavior of the cable were analyzed by using the structural design program MIDAS-Gen. The maximum deformation value in the structural test was found to satisfy the AAMA condition, which is equal to the size of the facade skin system. The air/water tightness test was conducted to verify the performance. Test results show that the cable-type wall system satisfies the air/water tightness performance standards ASTM E283, E331 and AAMA 501.1-05 which are the most basic standards that the facade system must provide. As a result of this study, it is expected that the proposed cable-type wall system could be used for facade system, not only the structural performance but also air/water tightness performance are secured. | ko_KR |
dc.description.sponsorship | Not applicable. | ko_KR |
dc.language.iso | en | ko_KR |
dc.publisher | Springer Open | ko_KR |
dc.subject | curtain wall | ko_KR |
dc.subject | wind resistance | ko_KR |
dc.subject | initial pre-tension | ko_KR |
dc.subject | cable-type | ko_KR |
dc.subject | facade system | ko_KR |
dc.subject | structural performance | ko_KR |
dc.subject | air/water tightness performance | ko_KR |
dc.title | Wind Resistance Performance Evaluation of Cable-Type Curtain Wall System on Reinforced Concrete High-Rise Buildings | ko_KR |
dc.type | Article | ko_KR |
dc.contributor.AlternativeAuthor | 박현수 | - |
dc.contributor.AlternativeAuthor | 원종호 | - |
dc.contributor.AlternativeAuthor | 정웅준 | - |
dc.identifier.doi | 10.1186/s40069-018-0320-1 | - |
dc.language.rfc3066 | en | - |
dc.rights.holder | The Author(s) | - |
dc.date.updated | 2018-12-30T04:45:11Z | - |
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