| Autor: |
Kaveh Ostad-Ali-Askari, Hossein Gholami, Majedeh Haeri-Hamedani, Mohsen Ghane |
| Rok vydání: |
2019 |
| Předmět: |
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| Zdroj: |
American Journal of Engineering and Applied Sciences. 12:476-481 |
| ISSN: |
1941-7020 |
| DOI: |
10.3844/ajeassp.2019.476.481 |
| Popis: |
Today all distinguish the position of earthquake withstanding of constructions in seismic-vulnerable zones. With respect to this opinion that current concrete constructions are usually considered and constructed depend on earliest rules lacking examining the result of seismic powers and the novel rules don’t guess any shake, so, these structures must be persistence capability. Investigation on standards of HPFRCC substantial as one of the most appropriate limited persistence approaches of concrete constructions member has a distinct ineffectiveness. we can apply dissimilar approaches to maintenance destroyed concrete structures by the seismic or to complete shake persistance of current concrete structures. There are two procedures of applying steel sheets and FRP sheets for concrete memberships reinforcement or renovation. Each of these two approaches is comprehension of these resources with concrete and absence of organization in their way and features. First scholars have exposed that the recent HPFRCC substantial that mostly is a concrete with a high persistance with steel, glass, aramid and carbon yam has a appropriate interactive organization with concrete and can rise concrete persistance frame the opinion of assessment of bending and portional as these two other constituents. In this paper, we attempt to compare concretes which one consist of above yam frame the point of opinion of pressure and tonsorial persistance to make concrete sheets with high persistance entirely, that at last easy’s receptacle of steel sheets had improved consequences of pressure and tonsorial persistance to generate these sheets into other models. |
| Databáze: |
OpenAIRE |
| Externí odkaz: |
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