Zobrazeno 1 - 10
of 3 004
pro vyhledávání: '"nsm"'
Publikováno v:
Journal of Soft Computing in Civil Engineering, Vol 8, Iss 4, Pp 1-26 (2024)
In recent years, there has been a notable increase in the application of near-surface mounted fiber-reinforced polymer (FRP) reinforcement in reinforced concrete structures. Nevertheless, there is a discernible disparity in the accessibility of accur
Externí odkaz:
https://doaj.org/article/1257f50112ba4dcdac1dae6371750085
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 18, Iss 1, Pp 1-28 (2024)
Abstract An experimental study on reinforced concrete one-way slabs strengthened by various methods and materials is introduced in this paper. Innovative anchorage procedures are presented and evaluated to prevent the strengthening elements with FRP
Externí odkaz:
https://doaj.org/article/d83da8d9ff0e4db8b35a19bff6ad6167
Publikováno v:
Composites Part C: Open Access, Vol 15, Iss , Pp 100519- (2024)
Despite numerous investigations conducted in the field and the evident importance of this area of study, comprehensive reviews are still lacking, resulting in a noticeable gap in comprehension. Therefore, this paper presents an in-depth review of rep
Externí odkaz:
https://doaj.org/article/9cbee9e86e2f4c6e9f722e6d089dbbeb
Autor:
Anninda SABINA, YULIUS, Syamsul B. AGUS, Hadiwijaya L. SALIM, Ira DILLENIA, Taslim ARIFIN, Joko PRIHANTONO, Dini PURBANI, Aida HERIATI, Muhammad RAMDHAN, Siti Hajar SURYAWATI, Ary WAHYONO, Ulung Jantama WISHA, ZULFIANDI
Publikováno v:
Geo Journal of Tourism and Geosites, Vol 53, Iss 2, Pp 431-441 (2024)
The coastal area is a dynamic region influenced by continuous interactions between land and the sea. Changes in coastal compositions are closely related to shoreline instability. This study analyzes coastline changes at the Olie Pier Heritage Site,
Externí odkaz:
https://doaj.org/article/d8f58a74a2d94b1b84554e7b574353e9
Publikováno v:
CivilEng, Vol 5, Iss 2, Pp 395-419 (2024)
A 3D-finite element analysis within the numerical program ABAQUS is adopted in order to simulate the seismic behavior of reinforced concrete beam-column joints and beam-column joints strengthened with CFRP ropes. The suitability of the adopted approa
Externí odkaz:
https://doaj.org/article/b2d7ac7e7d914325887d6a34c8b1ea3b
Publikováno v:
Cancer Management and Research, Vol Volume 16, Pp 337-345 (2024)
Li Xie,1,* Xiangyi Kong,1,2,* Jidong Gao1,2 1Department of Breast Surgical Oncology, National Cancer Center/National Clinical Research Center for Cancer/Cancer Hospital & Shenzhen Hospital, Chinese Academy of Medical Sciences and Peking Union
Externí odkaz:
https://doaj.org/article/46773763d9de442486baf3152becbf54
Publikováno v:
Journal of Maps, Vol 20, Iss 1 (2024)
ABSTRACTThe North-Western coastal stretch of the Aruvi Aru and Kal Aru estuaries in Sri Lanka's Mannar district faces increasing vulnerability due to coastal erosion, but comprehensive research has been lacking until now. This study aims to analyze s
Externí odkaz:
https://doaj.org/article/df41993b7bd64ae38d3801b40ab03f77
Publikováno v:
Case Studies in Construction Materials, Vol 20, Iss , Pp e02761- (2024)
The utilization of FRP in strengthening of reinforced concrete (RC) columns has garnered significant attention in the past two decades. Researchers have proposed the use of near-surface mounted (NSM) FRP bars with (hybrid) or without FRP jackets alon
Externí odkaz:
https://doaj.org/article/32020e5c749146ff8fafb0d3d13d8485
Autor:
Kawun Chung, Yanyan Xie, Faqing Liang, Mengxue Qiu, Huanzuo Yang, Qing Zhang, Hui Dai, Zhenggui Du
Publikováno v:
Frontiers in Oncology, Vol 14 (2024)
BackgroundOur center proposes a new technique that effectively provides space to broaden the surgical field of view and overcomes the limitations of endoscopy-assisted nipple-sparing mastectomy (E-NSM) by changing the dissection sequence and combinin
Externí odkaz:
https://doaj.org/article/ab00035f923641559013543fde98fc45
Publikováno v:
Frattura ed Integrità Strutturale, Vol 18, Iss 67, Pp 319-336 (2024)
There are a few kinds of research about box section Reinforced Concrete (RC) beams under the effect of combined shear and torsional stresses. In the present research, the concept of adding external strengthening, in the transverse direction, is adopt
Externí odkaz:
https://doaj.org/article/32bdbdc9e54445baa071e8b48aa475ba