Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Hatem H. Almasaeid"'
Publikováno v:
Cogent Engineering, Vol 11, Iss 1 (2024)
AbstractConcrete-filled steel tubes (CFSTs) have demonstrated superior performance compared to other types of composite columns. The evaluation of interactions between concrete and steel composites is crucial due to their significant impact on the ov
Externí odkaz:
https://doaj.org/article/92940e476234419083695fe4f4b96cb8
Publikováno v:
Buildings, Vol 13, Iss 8, p 2008 (2023)
Determining the failure or failure mode of structures has long been a challenge for civil engineers. Traditional methods for analyzing structures are costly and complex. Plastic analysis, which involves combining pre-defined mechanisms, offers a less
Externí odkaz:
https://doaj.org/article/d89a803d45634e3eb53c6ce263697c2e
Publikováno v:
Case Studies in Construction Materials, Vol 16, Iss , Pp e01080- (2022)
Evaluation of high-temperature damaged concrete is crucial to ensure the safety of any structure after a fire event. However, using destructive tests, such as taking cores from the concrete, can be costly and dangerous; specifically for damaged struc
Externí odkaz:
https://doaj.org/article/96c17e000bfe469994663f3b1142de30
Publikováno v:
Buildings, Vol 12, Iss 4, p 456 (2022)
Numerous existing formulas predicted the ultimate interfacial bond strength in concrete-filled steel tubes (CFST) between steel tubes and concrete core without investigating the whole response under push-out load. In this research, four models are pr
Externí odkaz:
https://doaj.org/article/ece267a6b10641c8a58ea1301bae3bcb
Autor:
Hatem H. Almasaeid, Donia G. Salman
Publikováno v:
Civil Engineering and Architecture. 10:2290-2305
Publikováno v:
Canadian Journal of Civil Engineering. 48:1063-1070
Interchange ramps need a proper and consistent geometric design to avoid possible traffic accidents. The objective of this study is to develop guidelines for consistent design of outer connection ramps. As such, 47 ramps were selected from 18 differe
Autor:
Hatem H. Almasaeid, Rami H. Haddad
Publikováno v:
Construction and Building Materials. 105:448-458
The potential of recovering shear capacity of heat-damaged beams using near surface mounted (NSM)-carbon fiber reinforced polymer (CFRP) strips was investigated in this work. Twenty-two under-reinforced concrete beams with shear reinforcement deficie