Zobrazeno 1 - 10
of 32
pro vyhledávání: '"Yeong-Soo Shin"'
Publikováno v:
Journal of the Korean Society of Hazard Mitigation. 20:75-80
Most of the columns in actual fire conditions are heated on partial faces rather than all four sides due to the floor plan, which results in asymmetric behaviors of columns. The asymmetric behaviors of fire-damaged columns may cause more vulnerabilit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::db2a1210f3a8dc7ee1c9482d12789be2
https://doi.org/10.9798/kosham.2020.20.3.75
https://doi.org/10.9798/kosham.2020.20.3.75
Publikováno v:
Journal of the Korean Society of Hazard Mitigation. 20:61-66
Inconsistent damages over the surface of structural members are expected from a compartment fire situation, which may cause additional reduction of structural performances especially in the case of reinforced concrete (RC) columns. In this study, an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1ddd968f4491858d62c3e2444a36c47e
https://doi.org/10.9798/kosham.2020.20.3.61
https://doi.org/10.9798/kosham.2020.20.3.61
Publikováno v:
Journal of Structural Integrity and Maintenance. 4:58-64
The objective of this paper is an investigation of the effects of the wall thickness and axial loading on the load-bearing capacity of a fire damaged normal strength concrete wall. Toward t...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d7433a13b3a0eeab4a884ae2c3682bfd
https://doi.org/10.1080/24705314.2019.1603189
https://doi.org/10.1080/24705314.2019.1603189
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 14, Iss 1, Pp 1-18 (2020)
The purpose of this study was to investigate the thermal and cyclic behaviors of fire-damaged walls designed with different failure modes, aspect ratios and heated areas. These cyclic behaviors include temperature distribution, maximum lateral load,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::16ef0db5422241e25da3c47347408eb4
https://doi.org/10.1186/s40069-020-00443-8
https://doi.org/10.1186/s40069-020-00443-8
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 14, Iss 1, Pp 1-12 (2020)
There are two specific aims in this study; first is to develop and validate an automated crack detection technique for the fire damaged beam. Second is to investigate whether the detected crack information and thermal-structural behaviors can be nume
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c85ee43b09fe5a641c898326b01f9453
https://doi.org/10.1186/s40069-019-0387-3
https://doi.org/10.1186/s40069-019-0387-3
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 12, Iss 1, Pp 1-10 (2018)
Performance-based fire resistance design needs consideration of various influencing parameters of structures such as load levels and cross-sectional size. Therefore, the studies of fire damaged reinforced concrete (RC) structures are performed experi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e3a5ce5433bca9a588525f395cee889e
http://link.springer.com/article/10.1186/s40069-018-0280-5
http://link.springer.com/article/10.1186/s40069-018-0280-5
Publikováno v:
International Journal of Concrete Structures and Materials. 10:19-31
The objective of this paper is to investigate the effect of thickness and moisture on temperature distributions of reinforced concrete walls under fire conditions. Toward this goal, the first three wall specimens having different thicknesses are heat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::dea8c16aa61f2ef4a0efe83ef1720abe
https://doi.org/10.1007/s40069-016-0164-5
https://doi.org/10.1007/s40069-016-0164-5
Publikováno v:
Journal of the Earthquake Engineering Society of Korea. 20:145-153
Small-size buildings are not designed by professional structural engineers in Korea. Therefore, their seismic performance can not be exactly estimated because their member sizes and reinforcement may be over- or under-designed. A prescriptive design
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::28abaf51295bba84c6766b216c7d62ca
https://doi.org/10.5000/eesk.2016.20.3.145
https://doi.org/10.5000/eesk.2016.20.3.145
Publikováno v:
Engineering Structures. 207:110165
The purpose of this study was to investigate variations in the thermal and structural behavior of reinforced concrete (RC) walls according to the fire exposure time, compressive strength of the concrete, and the heated area. To this end, fire and axi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::399ed7b3875bcede6c2df47fad4c18b3
https://doi.org/10.1016/j.engstruct.2020.110165
https://doi.org/10.1016/j.engstruct.2020.110165
Publikováno v:
Construction and Building Materials. 93:1170-1179
The objective of this study is to evaluate moment capacity based on interfacial shear stress of reinforced concrete (RC) beams strengthened with various types of fiber reinforced polymer (FRP) sheets. Toward this goal, RC beams strengthened with tape
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::96d6cb80fb8ae9197ca50029531c3c56
https://doi.org/10.1016/j.conbuildmat.2015.05.007
https://doi.org/10.1016/j.conbuildmat.2015.05.007