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Online since: October 2013
Authors: Qun Hui Wang, Chun Yan Shao, Xiang Guo Huang, Wei Su, Jin Yuan, Yu Hui Ma
Coal tar residue was collected from the coal tar residue container [Fig. 1(a)] in Plant B, coke discharging smoke & dust was collected from the dedusting ground station [Fig. 1(b)] in Plant B.
2.2 Analytical Methods.
Fig. 1 Sampling sites Results and Discussion 3.1 The Output and Disposal Method of the Residue.
Table 1 introduces the outputs and disposal methods of different kinds of coking residues.
Table 1.
Hein: Cokemaking International Vol. 1(2001), p. 68–73 [5] Zhang, L.
Fig. 1 Sampling sites Results and Discussion 3.1 The Output and Disposal Method of the Residue.
Table 1 introduces the outputs and disposal methods of different kinds of coking residues.
Table 1.
Hein: Cokemaking International Vol. 1(2001), p. 68–73 [5] Zhang, L.
Online since: July 2014
Authors: V. Mariselvam, A. Sureshbabu, R. Venkatasamy, A. Antony George Fernando, V. Muthukumar, N. Senthilkumar
Table 1 shows the physical and mechanical properties of fibers used in this work [10].
Fig.1(a) Fabricated sample composite laminates Fig.1(b) Sample graph generated during tensile test The same fabrication process was repeated for jute fiber and Kenaf fiber composites also.
The composition of fibers used in this study for preparing the composites 1, 2 and 3 were as follows: Composite 1- sisal/glass composite, Composite 2 - Jute/glass composite and Composite 3 - Kenaf/glass composite.
References [1] A.V.
[3] K.G.Siddhartha,Mechanical and abrasive wear characterization of bidirectional and chopped E-glass fiber reinforced composite materials, Materials and Design. 35 (2012) 467–479
Fig.1(a) Fabricated sample composite laminates Fig.1(b) Sample graph generated during tensile test The same fabrication process was repeated for jute fiber and Kenaf fiber composites also.
The composition of fibers used in this study for preparing the composites 1, 2 and 3 were as follows: Composite 1- sisal/glass composite, Composite 2 - Jute/glass composite and Composite 3 - Kenaf/glass composite.
References [1] A.V.
[3] K.G.Siddhartha,Mechanical and abrasive wear characterization of bidirectional and chopped E-glass fiber reinforced composite materials, Materials and Design. 35 (2012) 467–479
Research on Seismic Behavior and Cost Estimation of a New Concrete Filled Steel Tube Frame Structure
Online since: September 2011
Authors: Ying Wang, Xin Yang Li, Ming Zhang
CFT-1 was not able to develop plastic capacity of beam due to precocious weld fracture.
Story drift angle was kept within 1/200 under the design load.
Fig.6 Framing Elevation Fig.7 Framing Floor Plan Table1 Column Members List of Steel and CFT Structure of 18-story Building Steel structure CFT structure Story Dimension [mm] Mu [kN·m] As [cm2] Dimension [mm] Mu [kN·m] As [cm2] 17-18 H -300×300×9 224 105 H-250×250×6 223 59 15-16 H -300×300×19 381 214 H-300×300×12 479 138 13-14 H -450×450×25 1138 425 H-400×400×12 889 186 11-12 H -450×450×28 1212 473 H-500×500×12 1431 234 9-10 H -650×650×25 2654 625 H-550×550×12 1750 258 7-8 H -700×700×22 2799 597 H-600×600×12 2100 282 4-6 H -750×750×19 2943 556 H-650×650×12 2483 306 1-3 H -750×750×22 3355 641 H-700×700×12 2898 330 Table2 Beam Members List of Steel and CFT Structure of 18-story Building Steel structure CFT structure Story Dimension [mm] Mu [kN·m] As [cm2] Dimension [mm] Mu [kN·m] As [cm2] 17-18 H-466×199×8 283 83 H-350×150×9 327 87 15-16 H-450×200×9 344 95 H-450×200×6 406 77 13-14 H-390×300×10 457 133 H-450×200×6 406 77 11-12 H-606×201×12 685 150 H-500×200
Table3 Story Drift Angle of Steel and CFT Structure of 18-story Building under Seismic Load Story CFT S Story CFT S X Y X Y X Y X Y 18 1/260 1/269 1/259 1/264 9 1/290 1/297 1/246 1/269 17 1/252 1/262 1/250 1/257 8 1/294 1/300 1/244 1/266 16 1/248 1/262 1/245 1/255 7 1/289 1/294 1/240 1/259 15 1/245 1/264 1/242 1/257 6 1/284 1/290 1/236 1/254 14 1/249 1/273 1/245 1/263 5 1/281 1/285 1/235 1/250 13 1/253 1/273 1/246 1/260 4 1/282 1/284 1/239 1/249 12 1/261 1/278 1/246 1/260 3 1/282 1/291 1/251 1/255 11 1/270 1/282 1/245 1/264 2 1/323 1/307 1/283 1/270 10 1/280 1/289 1/247 1/271 1 1/426 1/373 1/388 1/329 Table4 Cost Comparison of Steel and CFT Structure of 18-story Building frame Structure type CFT S CFT/S Steel [t] 993.12 1606.26 0.62 Concrete [m3] 1302.83 ---- ---- Weight of structure [t] 4122.82 1606.26 2.57 Cost of material [$] 948,521 1019,975 0.93 Cost of weld and PC bar [$] 51,890 64,991 0.80
Vol. 1(2001), p.33 [2] H.Okamura, K.Ozawa and M.Ouchi: Self-compacting concrete.
Story drift angle was kept within 1/200 under the design load.
Fig.6 Framing Elevation Fig.7 Framing Floor Plan Table1 Column Members List of Steel and CFT Structure of 18-story Building Steel structure CFT structure Story Dimension [mm] Mu [kN·m] As [cm2] Dimension [mm] Mu [kN·m] As [cm2] 17-18 H -300×300×9 224 105 H-250×250×6 223 59 15-16 H -300×300×19 381 214 H-300×300×12 479 138 13-14 H -450×450×25 1138 425 H-400×400×12 889 186 11-12 H -450×450×28 1212 473 H-500×500×12 1431 234 9-10 H -650×650×25 2654 625 H-550×550×12 1750 258 7-8 H -700×700×22 2799 597 H-600×600×12 2100 282 4-6 H -750×750×19 2943 556 H-650×650×12 2483 306 1-3 H -750×750×22 3355 641 H-700×700×12 2898 330 Table2 Beam Members List of Steel and CFT Structure of 18-story Building Steel structure CFT structure Story Dimension [mm] Mu [kN·m] As [cm2] Dimension [mm] Mu [kN·m] As [cm2] 17-18 H-466×199×8 283 83 H-350×150×9 327 87 15-16 H-450×200×9 344 95 H-450×200×6 406 77 13-14 H-390×300×10 457 133 H-450×200×6 406 77 11-12 H-606×201×12 685 150 H-500×200
Table3 Story Drift Angle of Steel and CFT Structure of 18-story Building under Seismic Load Story CFT S Story CFT S X Y X Y X Y X Y 18 1/260 1/269 1/259 1/264 9 1/290 1/297 1/246 1/269 17 1/252 1/262 1/250 1/257 8 1/294 1/300 1/244 1/266 16 1/248 1/262 1/245 1/255 7 1/289 1/294 1/240 1/259 15 1/245 1/264 1/242 1/257 6 1/284 1/290 1/236 1/254 14 1/249 1/273 1/245 1/263 5 1/281 1/285 1/235 1/250 13 1/253 1/273 1/246 1/260 4 1/282 1/284 1/239 1/249 12 1/261 1/278 1/246 1/260 3 1/282 1/291 1/251 1/255 11 1/270 1/282 1/245 1/264 2 1/323 1/307 1/283 1/270 10 1/280 1/289 1/247 1/271 1 1/426 1/373 1/388 1/329 Table4 Cost Comparison of Steel and CFT Structure of 18-story Building frame Structure type CFT S CFT/S Steel [t] 993.12 1606.26 0.62 Concrete [m3] 1302.83 ---- ---- Weight of structure [t] 4122.82 1606.26 2.57 Cost of material [$] 948,521 1019,975 0.93 Cost of weld and PC bar [$] 51,890 64,991 0.80
Vol. 1(2001), p.33 [2] H.Okamura, K.Ozawa and M.Ouchi: Self-compacting concrete.
Online since: February 2014
Authors: Shu Xia Liu, Yong Yang, Dian Bao Mu, Pan Chi Li
An Application of T-S model and Phase-based Quantum Genetic Algorithm in Oilfield
Shuxia Liu1,Yong Yang2, Dianbao Mu3, Panchi Li4
1.
The basic framework of the algorithm is shown in Figure 1.
Figure 1.
References [1] Liu Yikun, Bi Yongbin, Sui Xinguang.
A new quantum genetic algorithm and its application [J].Electronics Technology, 2004, 32(3): 476-479
The basic framework of the algorithm is shown in Figure 1.
Figure 1.
References [1] Liu Yikun, Bi Yongbin, Sui Xinguang.
A new quantum genetic algorithm and its application [J].Electronics Technology, 2004, 32(3): 476-479
Online since: November 2012
Authors: Wen Guo, De Cang Lou, Zhi Guo Wang, Yong Hong Wang
MBDA France and EADS ST developed a simple 1-D aero thermal-chemistry analysis code PUMA to provide primary analysis for scramjets such as CHAMOIS [3].
The primary network for the internal air system is determined as follows, and is shown in Figure 1.
The nodes (Ki-1, Ki, Ki+1, Ki+2) are connected by flow elements (Lj, Lj+1, Lj+2).
Reference [1] AIAA Air Breathing Propulsion Technical Committee, THE VERSATILE AFFORDABLE ADVANCED TURBINE ENGINES (VAATE) INITIATIVE, January, 2006 [2] David E.
Vol. 35, Jan. 1999, pp. 479-483 [6] P.
The primary network for the internal air system is determined as follows, and is shown in Figure 1.
The nodes (Ki-1, Ki, Ki+1, Ki+2) are connected by flow elements (Lj, Lj+1, Lj+2).
Reference [1] AIAA Air Breathing Propulsion Technical Committee, THE VERSATILE AFFORDABLE ADVANCED TURBINE ENGINES (VAATE) INITIATIVE, January, 2006 [2] David E.
Vol. 35, Jan. 1999, pp. 479-483 [6] P.
Online since: September 2017
Authors: S.V. Davydov, A.O. Gorlenko
Chemical composition of cast iron is given in Table 1.
Table 1.
The solution of this problem is possible in the following areas: 1.
References [1] M.
Friction and wear. 17 (1996) 475-479
Table 1.
The solution of this problem is possible in the following areas: 1.
References [1] M.
Friction and wear. 17 (1996) 475-479
Online since: April 2005
Authors: Gregory P. Thomes, Thomas J. Wagener, James F. Weygand
Cryogenic Aerosols
The cryogenic aerosol process [2, 9] is summarized in Figure 1.
Figure 1: Sketch of cryogenic chamber layout (left panel) and phase diagram for a 3:1 ratio of Ar:N2 cryogenic aerosol process (right panel).
The ArgonCleanTM process, with a 3:1 Ar:N2 ratio, is the most aggressive process and recommended for planar surfaces.
References [1] The International Technology Roadmap for Semiconductors: 2003, Front End Processes, Table 70, p. 18
Becker, "Compatibility of a cryogenic aerosol process on SiLK and porous MSQ," 2003 IEEE International Symposium on Semiconductor Manufacturing, Sept. 30-Oct 2, 2003, Page(s): 479-482
Figure 1: Sketch of cryogenic chamber layout (left panel) and phase diagram for a 3:1 ratio of Ar:N2 cryogenic aerosol process (right panel).
The ArgonCleanTM process, with a 3:1 Ar:N2 ratio, is the most aggressive process and recommended for planar surfaces.
References [1] The International Technology Roadmap for Semiconductors: 2003, Front End Processes, Table 70, p. 18
Becker, "Compatibility of a cryogenic aerosol process on SiLK and porous MSQ," 2003 IEEE International Symposium on Semiconductor Manufacturing, Sept. 30-Oct 2, 2003, Page(s): 479-482
Online since: June 2008
Authors: Tae Hyun Nam, Yeon Wook Kim, Sang Hoon Lee
Transformation behaviors of as-cast strips were investigated by means of DSC and the results were
shown in Fig.1.
Fig. 1 DSC curves of (a) Ti50Ni15Cu35 and (b) Ti50Ni10Cu40 alloy strip.
References [1] J.
Forum Vol. 475-479 (2005), p. 1965
Vol. 1 (1967), p. 313
Fig. 1 DSC curves of (a) Ti50Ni15Cu35 and (b) Ti50Ni10Cu40 alloy strip.
References [1] J.
Forum Vol. 475-479 (2005), p. 1965
Vol. 1 (1967), p. 313
Online since: August 2013
Authors: Hai Fan, Bao Shan Wang, Guo Hua Meng, Ling Li, Xu Yun, Ran Ran Cheng
Abstract: Seedlings of sweet sorghum were supplied with 0.1 mmol L-1, 2 mmol L-1, 5 mmol L-1 and 10 mmol L-1 nitrogen fertilizers under 0% or 0.6% NaCl conditions.
After that the plants were cultured in green house at 35℃/25℃ (day/night), 60%RH and 1000 μmol photon m-2S-1, and irrigated daily with nutrient solution of different nitrogen levels (0.1 mmol L-1, 2 mmol L-1, 5 mmol L-1 and 10 mmol L-1 nitrogen).
The PAR was 1000μmol m-2S-1.
As was shown in Fig.1 and table 1, 0.6% NaCl significantly reduced its fresh weight and dry weight.
Assimilation and allocation of carbon and nitrogen of thermal and nonthermal Agrostis species in response to high soil temperature. 170(3):479-490. (2006) [5] RJ Strasser, M Tsimilli-Michael and A Srivastava.
After that the plants were cultured in green house at 35℃/25℃ (day/night), 60%RH and 1000 μmol photon m-2S-1, and irrigated daily with nutrient solution of different nitrogen levels (0.1 mmol L-1, 2 mmol L-1, 5 mmol L-1 and 10 mmol L-1 nitrogen).
The PAR was 1000μmol m-2S-1.
As was shown in Fig.1 and table 1, 0.6% NaCl significantly reduced its fresh weight and dry weight.
Assimilation and allocation of carbon and nitrogen of thermal and nonthermal Agrostis species in response to high soil temperature. 170(3):479-490. (2006) [5] RJ Strasser, M Tsimilli-Michael and A Srivastava.
Online since: July 2011
Authors: Feng Zhou Fang, Li Ping Liu, Bin Lin
The experimental setup is schematically showed in Fig.1.
Fig.1.
Other experimental conditions are listed in Table 1.
References [1] Q.X.
Ravi, Estimation of tool wear during CNC milling using neural network-based sensor fusion, Mechanical Systems and Signal Processing. 21 (2007) 466-479
Fig.1.
Other experimental conditions are listed in Table 1.
References [1] Q.X.
Ravi, Estimation of tool wear during CNC milling using neural network-based sensor fusion, Mechanical Systems and Signal Processing. 21 (2007) 466-479