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Online since: February 2015
Authors: Tian Lv, Fang Shi, Jing Chun Wu, Yang Zhao
Table 5 Polymer bacteria physiological and biochemical experiment results
Items
Result
Items
Result
Sucrose
+
Acid ethanol production
+ww
Pectinose
+
pH6
+
D-xylose
+
pH4.5
+
Trehalose
+
Motility test
+
Lactose
+w
Nitrate reduction test
+w
Malt sugar
+
Litmus milk test
acid cure
Rhamnose
+
Production of 4- keto lactose test
-
Raffinose
+
W oxidase
+
Amylohydrolysis
-
catalase
+
Sodium gluconate
+
+
gelatin liquefaction test
-
-
Mannitol
+w
Glucose fermentation test
not occur fermentation
Glycerol
+ww
acid-fast stain
-
Note: "+" is positive; "-" means negative; "W" said weak
Effective EOR Decision Strategies with Limited Data: Field Cases Demonstration[R].
Effective EOR Decision Strategies with Limited Data: Field Cases Demonstration[R].
Online since: June 2013
Authors: H. Mata, A. A. Fernandes, R. Natal Jorge, Marco P. L. Parente, Abel dos Santos, Robertt Valente
From the viewpoint of the structural capabilities of the composite structure, the metallic foam core is responsible for absorbing energy when plastically deformed, as well as to provide good insulation of vibrations, reduction of weight of the structure.
An experimental device was also used to collect data of force - displacement of the punch of the test.
An experimental device was also used to collect data of force - displacement of the punch of the test.
Online since: July 2011
Authors: Jian Wei Zhang, Sheng Zhao Cheng, Yi Na Zhang
And at the same time,damage of structure often leads to reduction in structural stiffness, damping increases, and thus give rise to changes in structural dynamic characteristics, such as the lower-order natural frequency and mode shape changes[1-3].During the operation of hydraulic structures, partial damage may occur,and due to stress concentration, reinforcement corrosion, fatigue cracks and many other factors, damage of structures will continue to expand and increase, which leads to decline the carrying capacity of the entire structure,and even cause the destruction of the entire structure[4-5].In the hydraulic structure of the damage detection, the damage location is the key step.
[5] Ojalvo I U,Pilon D,Diagnostics for geometrically locating structural math model errors from modal test data.Proceedings of the 29th AIAA Structures,Structural Dynamics and Materials Conference,Williamsburg,(1988),p.1174-1186
[5] Ojalvo I U,Pilon D,Diagnostics for geometrically locating structural math model errors from modal test data.Proceedings of the 29th AIAA Structures,Structural Dynamics and Materials Conference,Williamsburg,(1988),p.1174-1186
Online since: June 2010
Authors: Satoru Kobayashi, Takayuki Takasugi, Yuki Tsukamoto
The ingot was heat-treated at 1300C, in the
single phase field, for 20h, and then cold rolled to a total reduction of 30 % to promote microstructure
evolution during subsequent heat treatment.
Almost the same compositions were obtained from the two methods, indicating the data are reliable.
Almost the same compositions were obtained from the two methods, indicating the data are reliable.
Online since: August 2014
Authors: Aleksey Adamtsevich, Aleksey Eremin, Andrey Pustovgar, Stanislav Pashkevich, Sergey Nefedov
According to the data [3], the acceptable temperature conditions for the hydration processes of most hydraulic binders range from +5 to +30 °C.
As shown in [4-7], this leads to destructive changes in its structure and overall reduction in its performance.
As shown in [4-7], this leads to destructive changes in its structure and overall reduction in its performance.
Online since: July 2014
Authors: Artem Frolov, Ludmila Chumadova, Artemiy Cherkashin, Luka Akimov
Nanomodified reinforced concrete out-performs an ordinary reinforced concrete in many features, such as:
1) Reduction of own weight of the structure due to low density of nanomodified cocncrete.
2) Modification of the reinforcement system and reduction of amount of reinforcement used in concrete.
3) Reduction of footing loads of the structure, so foundation design is simplified and quantity of earthworks is reduced.
4) Exclusion of general and special damp course from the structure.
5) Price reduction and acceleration of en bloc reinforced concrete building construction.
6) Increase of safety and reliability of antiseismic construction.
7) Reduction of number of aseismic isolation elements in building construction in areas with high earthquake activity.
8) Increase of fire-resistance of buildings and structures [1].
“Adding of rice husks and metakaolin coupled with superplasticizers, which are effective for this concrete, provides increase of compressive strength up to 70%, increase of concrete modulus of elasticity up to 15%, increase of value of time-yield measure of concrete from 0,44 to 1,19 measure of concrete equal in strength without modificators, reduction of the contraction shrinkage up to 30%, which influences positively on early crack resistance of reinforced concrete; it practically does not influence on drying shrinkage”.
The use of microspheres allows to get composition with density up to 800 kg/m3, and wherein strength characteristics could achieve datas 40-45 MPa.
Economy is also shown in reduction of an amount of used cement and plasticizers. 4.
“Adding of rice husks and metakaolin coupled with superplasticizers, which are effective for this concrete, provides increase of compressive strength up to 70%, increase of concrete modulus of elasticity up to 15%, increase of value of time-yield measure of concrete from 0,44 to 1,19 measure of concrete equal in strength without modificators, reduction of the contraction shrinkage up to 30%, which influences positively on early crack resistance of reinforced concrete; it practically does not influence on drying shrinkage”.
The use of microspheres allows to get composition with density up to 800 kg/m3, and wherein strength characteristics could achieve datas 40-45 MPa.
Economy is also shown in reduction of an amount of used cement and plasticizers. 4.
Online since: September 2012
Authors: Fu Cheng You, Dong Sheng Zhang
Reduction of capital investment: SaaS is a model that based on Internet service.
Then the edited contents and other data can be store into the database by the JDO technology.
Data Persistence module: The Data Persistence module uses Java data object (JDO) technology.
Through JDO technology, this module can be used to store the data or, through GQL (Google Query Language), query data.
The data may include document information, document contents, user information, workflow control data or other related data.
Then the edited contents and other data can be store into the database by the JDO technology.
Data Persistence module: The Data Persistence module uses Java data object (JDO) technology.
Through JDO technology, this module can be used to store the data or, through GQL (Google Query Language), query data.
The data may include document information, document contents, user information, workflow control data or other related data.
Online since: February 2014
Authors: Zhi Hong Fan, Gui Hong Dong, Fa Deng, Ying Fei Wang
Throughout using, torrent instrument is simple, good data, 2-12min to complete the testing process.
Sinking tube tunnel use a prefabricated forming process overall concrete quality stability, use torrent test method, due to the method instrument measuring area small, Detection range diameter only 112mm, get data Most of the IS response concrete in - Compacting state data, due to construction process in the lack of artificial vibration during or for material change appeared not - Compacting state parts of data get comparison lack of, these data not on behalf of the the entire widget overall permeability.
Ground-penetrating radar penetrating radar data via laptop in the field of automatic collection and storage.
Using borehole measurement location of the Bar, according to calculations in various locations relative dielectric constant of Epsilon R, the data as shown in Table 1.
TORRENT method as a non-destructive testing methods, data obtained mainly used to assess the quality level of durability of concrete cover and concrete structures.
Sinking tube tunnel use a prefabricated forming process overall concrete quality stability, use torrent test method, due to the method instrument measuring area small, Detection range diameter only 112mm, get data Most of the IS response concrete in - Compacting state data, due to construction process in the lack of artificial vibration during or for material change appeared not - Compacting state parts of data get comparison lack of, these data not on behalf of the the entire widget overall permeability.
Ground-penetrating radar penetrating radar data via laptop in the field of automatic collection and storage.
Using borehole measurement location of the Bar, according to calculations in various locations relative dielectric constant of Epsilon R, the data as shown in Table 1.
TORRENT method as a non-destructive testing methods, data obtained mainly used to assess the quality level of durability of concrete cover and concrete structures.
Online since: October 2014
Authors: Panagiotis Kyratsis, Anastasios Chatzikonstantinou, Dimitrios Tzetzis, Nikolaos Bilalis
The model was formed from the molten plastic using the data from the print wizard and control panel software.
The noise reduction resulted to finer and cleaner point cloud for each scan family.
The process of data optimization described was repeated for polygon models imported in PLY format.
A variety of properties can be stored in PLY files including: color and transparency, texture coordinates and data confidence values.
The main target was new data to be produced enabling the materialization of the physical models in parts and not only as an entire model.
The noise reduction resulted to finer and cleaner point cloud for each scan family.
The process of data optimization described was repeated for polygon models imported in PLY format.
A variety of properties can be stored in PLY files including: color and transparency, texture coordinates and data confidence values.
The main target was new data to be produced enabling the materialization of the physical models in parts and not only as an entire model.