Zobrazeno 1 - 10
of 94
pro vyhledávání: '"Hayder A. Rasheed"'
Publikováno v:
Structures. 50:444-463
Publikováno v:
Structures. 38:226-236
Publikováno v:
Procedia Structural Integrity. 37:652-659
Publikováno v:
Structures. 34:3453-3463
Full-span overhead sign support structures can be found along any major highway across the US. Such structures experience different wind loading scenarios varying with time. As a result, these structures start to build up fatigue cracks within their
Publikováno v:
Leveraging Artificial Intelligence in Engineering, Management, and Safety of Infrastructure ISBN: 9780367823467
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::69eb4d981c98507a498f262644e0e726
https://doi.org/10.1201/9780367823467-13
https://doi.org/10.1201/9780367823467-13
Autor:
Hayder A. Rasheed, Mustafa M. Raheem
Publikováno v:
Journal of Structural Engineering. 147
A new analysis approach is devised herein to predict the response of reinforced concrete deep beams strengthened in flexure, shear or shear-flexure with fiber-reinforced polymer (FRP). The ...
Autor:
Mustafa M. Raheem, Hayder A. Rasheed
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030881658
Lecture Notes in Civil Engineering
Lecture Notes in Civil Engineering
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0f06455020cf3331329945484baa5a5a
https://doi.org/10.1007/978-3-030-88166-5_116
https://doi.org/10.1007/978-3-030-88166-5_116
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030881658
Lecture Notes in Civil Engineering
Lecture Notes in Civil Engineering
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::466451c16d582f7bd11f36cb9ef3d862
https://doi.org/10.1007/978-3-030-88166-5_167
https://doi.org/10.1007/978-3-030-88166-5_167
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030881658
The flexural strengthening techniques of reinforced concrete beams using Externally Bonded (EB) FRP sheets or Near Surface Mounted (NSM) FRP bars have been very well established. The technology transfer has taken place into engineering design practic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c75b540dd2dc901d5fbef0e5b9b43fa2
https://doi.org/10.1007/978-3-030-88166-5_145
https://doi.org/10.1007/978-3-030-88166-5_145
Autor:
Hayder A. Rasheed, Mohammed A. Zaki
Publikováno v:
Canadian Journal of Civil Engineering. 46:796-809
Utilizing fiber reinforced polymer (FRP) anchors can enhance the strength and delay the debonding of flexural FRP in strengthened reinforced concrete (RC) beams. In this study, two different techniques are used for applying carbon FRP (CFRP) spike an