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Online since: April 2014
Authors: Yang Yao, Zhi Li Chen, Li An Hou, Guan Yi Chen, Tao Yu
References
[1]Chen Zhili, He Qiang, Jiao Baoshan, et.al.
[4] Zheng Hongfei, Yang Yinjun, Chen Ziqian at el.
[4] Zheng Hongfei, Yang Yinjun, Chen Ziqian at el.
Online since: November 2014
Authors: Cai Xia Li, Ling Yu Zhang
[5] Han, Liping, Gerile ,Sun Baohua,et al.A quantitative analysis on agricultural surplus labor force migration and economic growth in China.Information Science and Management Engineering, 46 VOLUME 3, p 2739-2745, 2014
[7] El-Gafy Inas, Ramadan Neveen, Hassan Dalia.Economic irrigation water productivity maps for egyptian governorates.
[7] El-Gafy Inas, Ramadan Neveen, Hassan Dalia.Economic irrigation water productivity maps for egyptian governorates.
Online since: August 2013
Authors: Tian Ya Wang, Li Bin Shi, Hai Feng Yu
In brief, three records are referred to as EL, CHS and RG, respectively.
References [1] GB 50011-2010 Code for seismic design of buildings.Beijing: China Architecture&Building Press (2001) (in Chinese) [2] AISC341-05 Seismic provisions of structural steel buildings[S].Chicago: American Institute of Steel Construction Committee (2005) [4] Wenyuan Zhang, Haifeng Yu, Yaochun Zhang,et al.
References [1] GB 50011-2010 Code for seismic design of buildings.Beijing: China Architecture&Building Press (2001) (in Chinese) [2] AISC341-05 Seismic provisions of structural steel buildings[S].Chicago: American Institute of Steel Construction Committee (2005) [4] Wenyuan Zhang, Haifeng Yu, Yaochun Zhang,et al.
Online since: June 2019
Authors: Fabiana Medeiros do Nascimento Silva, Joseane Damasceno Mota, Rochelia Silva Souza Cunha, Meiry Gláucia Freire Rodrigues
The bands present in the region close to 1045 cm-1 are characteristic of the Si-O-Si bonds and those close to the 530 cm-1 region correspond to the characteristics of the octahedral layers of Si-O-Al aluminosilicate [20].
[16] E.L.
[16] E.L.
Online since: June 2014
Authors: Bin Wu, Zi Lu Wang
Then we can get an optimal solution of X through weighted iterative least squares algorithm:
X=HTWH-1HTW(3)
Here the weight matrix W is the inversion of covariance matrix
Σ=diagσ12,σ22,…,σn2(4)
σi2=σi,URA2+σi,iono2+σi,tropo2+σi,mp2(5)
Where, σi,tropo=0.08×1.0010.002001+sin2el, and σi,mp=0.18-0.1∙el-5/85.
[9] Juan B, et al.
[9] Juan B, et al.
Online since: June 2014
Authors: Dollathum Araganont, Somchai Wonthaisong, Janmanee Pichai
‘OMER HSS-AL ground end mills, DIN844, 2F.10x10x22x72 mm’ were used for the purpose of milling material tests, the experimental conditions are composed, spindle speed (510,572,637 rpm), feed rate (45, 50, 55 mm/min), depth of cut (1 mm), Level depth of cut (3,5,10 mm), milling direction (down-cut), and cooling (soluble oil), respectively.
Abou-El-Hossein, et., 2007.
Abou-El-Hossein, et., 2007.
Online since: January 2020
Authors: A.Y. Altukhov, Evgeniy V. Ageev, D.I. Valguzov
Currently, only one standard (ASTM F2924) for Ti-6-Al-4-V material has been developed for use in Powder Bed Fusion technologies.
Levina, E.L.
Levina, E.L.
Online since: August 2020
Authors: Kwok Tung Hui, Saowanee Areechongchareon, Krailerck Visesphan, Wen Yi Wang, Chi Wai Kan, Rattanaphol Mongkholrattanasit, Somporn Tiyasri
Pac et al. [9] indicated the temporary thermal properties can be greatly influenced by the fabric structure.
El –Kasmi, Warm-cool feeling relative to tribological properties of fabrics, Textile Res.
El –Kasmi, Warm-cool feeling relative to tribological properties of fabrics, Textile Res.
Online since: November 2014
Authors: Diego Mantovani, J.M. Almanza-Robles, P. Chevallier, A.M. Escamilla-Pérez, D.A. Cortés-Hernández
In addition, this Ca-Mg ferrite do not present any trace of an orthorhombic Ca ferrite phase (JCPDS-32-0168) and the phase found corresponds to the cubic Ca ferrite reported by Hirazawa et al [9].
El-Barawy, I.
El-Barawy, I.
Online since: August 2020
Authors: Vladimir Andronov, Tetiana Makovkina, Sergii Vasiukov, Mykola Surianinov, Yurii Otrosh
El-Tawil, A.E.
Bruhwiler, Rehabilitation and strengthening of concrete structures using Ultra-High Perfor-mance Fibre Reinforced Concrete, Concrete Repair, Rehabilitation and Retrofitting III – Alexander et al.
Bruhwiler, Rehabilitation and strengthening of concrete structures using Ultra-High Perfor-mance Fibre Reinforced Concrete, Concrete Repair, Rehabilitation and Retrofitting III – Alexander et al.