Sort by:
Publication Type:
Open access:
Publication Date:
Periodicals:
Search results
Online since: August 2012
Authors: Lin Zhu, Chun Yan Zhu, Hong Bin Gu, Guang Qiang Wang
According to the example of the shortest rising time spent on flying from an altitude to another arbitrary one, and the example of matching control of joystick and throttle lever, it is demonstrated that the visualization in scientific computing method is useful for promoting engineering research.
study and training the pilot in civil aviation realm. 1.Introduction Aircraft performance is the basic straight steady or quasisteady flying ability, which includes parameters such as the maximum flight speed, the minimum flight speed, the maximum rate of climb, climbing time, aircraft altitude ceiling etc. [1].
This scientific computing visualization can be used on flight simulator, and has great significance for civil aviation companies on training the pilots.
Aircraft performance engineering.
Journal of Engineering Graphics, (2010)
study and training the pilot in civil aviation realm. 1.Introduction Aircraft performance is the basic straight steady or quasisteady flying ability, which includes parameters such as the maximum flight speed, the minimum flight speed, the maximum rate of climb, climbing time, aircraft altitude ceiling etc. [1].
This scientific computing visualization can be used on flight simulator, and has great significance for civil aviation companies on training the pilots.
Aircraft performance engineering.
Journal of Engineering Graphics, (2010)
Online since: November 2022
Authors: Kondoju Sai Kumar, J.Selwyn Babu
MECHANICAL PROPERTIES OF STEEL FIBER REINFORCED GEO POLYMER CONCRETE INCORPORATED WITH FLY-ASH & GGBS
J.Selwyn Babu1,a, Kondoju Sai Kumar2,b
1Professor Department of Civil Engineering, Malla Reddy Engineering College, Hyderabad, India
2PG Student Department of Civil Engineering, Malla Reddy Engineering College, Hyderabad, India
a)rexdindigul@gmail.com, b)sai12surya@gmail.com
Keywords: GGBS, Fly-ash, Steel Fiber.
I-manager’s Journal on Structural Engineering, 6(4), 16-22
International Journal of Civil Engineering and Technology (IJCIET) Volume 9, Issue 1, January 2018
International Journal of Civil Engineering and Technology, 9(1), 2018, pp. 314-319
International Journal of Civil Engineering and Technology, 9(1), 2018, pp. 416-422
I-manager’s Journal on Structural Engineering, 6(4), 16-22
International Journal of Civil Engineering and Technology (IJCIET) Volume 9, Issue 1, January 2018
International Journal of Civil Engineering and Technology, 9(1), 2018, pp. 314-319
International Journal of Civil Engineering and Technology, 9(1), 2018, pp. 416-422
Online since: May 2012
Authors: Sanguan Vongchavalitkul, Swein Kumpangta
Probabilistic Assessment of Soil Liquefaction By Using Seismic Chinese Code
Sanguan Vongchavalitkul1,a and Swein Kumpangta1,b
1Department of Civil Engineering, Vongchavalitkul University, Thailand
a sanguan@vu.ac.th, b swein_k@hotmail.com
Keywords: Deterministic , Probabilistic, Liquefaction, Reliability Index, Probability of failure
Abstact.
By using the most widely reliability analysis as the First Order Second Moment (FOSM) method, the results of a probabilistic assessment of soil liquefaction can be used for engineering decision.
Introduction All engineering usually use a factor of safety to assure the safety of their work, as seen in civil engineering they use it to guarantee the safety of a structure.
M.: Influence of SPT Procedures in SoilLiquefaction Resistance Evaluations.Journal Geotechnical Engineering, ASCE, 111-12, 1985, pp.1425-1445 [4] Zhenzhong CAO, Xiaoming YUAN, Longwei CHEN : A Formula for Calculating Liquefaction Probability Based on Chinese Seismic Code, The 14th World Conference on Earthquake Engineering, October 12-17, 2008, Beijing, China
By using the most widely reliability analysis as the First Order Second Moment (FOSM) method, the results of a probabilistic assessment of soil liquefaction can be used for engineering decision.
Introduction All engineering usually use a factor of safety to assure the safety of their work, as seen in civil engineering they use it to guarantee the safety of a structure.
M.: Influence of SPT Procedures in SoilLiquefaction Resistance Evaluations.Journal Geotechnical Engineering, ASCE, 111-12, 1985, pp.1425-1445 [4] Zhenzhong CAO, Xiaoming YUAN, Longwei CHEN : A Formula for Calculating Liquefaction Probability Based on Chinese Seismic Code, The 14th World Conference on Earthquake Engineering, October 12-17, 2008, Beijing, China
Calculation of Load-Carrying Capacity of Square Concrete Filled Tube Columns Based on Neural Network
Online since: July 2011
Authors: Hua Guo Gao
Calculation of Load-carrying Capacity of Square Concrete Filled Tube Columns Based on Neural Network
Huaguo Gao
The School of Resources and Civil Engineering, University of Science and Technology Liaoning, Anshan 114051, China
gaohuaguo99@163.com
Keywords: Neural network, Load-carrying capacity, Nonlinear Mapping model
Abstract.
Civil Engineering Journal.Vol. 2(2001), p. 17-25, in Chinese
Civil Engineering Symposium.
Journal of Structural Engineering.
Journal of Structural Engineering.
Civil Engineering Journal.Vol. 2(2001), p. 17-25, in Chinese
Civil Engineering Symposium.
Journal of Structural Engineering.
Journal of Structural Engineering.
Online since: January 2012
Authors: Xiao Liang Luo
At the same time the procedures point out that the sample room, materials, Department product and the Equipment samples should be reflect the reality of the standard of the Residence decorate and the Decorate quality, it can be one of the references of the Finished product residence decorate engineering quality acceptance materials, the department product , the equipment and the Visual quality .
Based on the sample room for acceptance of the finished product residence in the air pollutant sampling inspection regulations is that with lot of finished product to the similar residence decorate engineering sample shall be not less than the total amount of wear 5% , and shall not be less than three sets , besides each tested at least bedroom, living room, toilet, kitchen each one.
The finished layout of residential building and indoor formaldehyde sampling reference of theCivil Building Engineering Specification >(GB50325-2001) and the (HJ/T167-2004), while made an appropriate adjustment according to the actual situation at the scene.
Determination of formaldehyde using United States INTERSCAN formaldehyde Analyzer -4160-19.99m, the instrument has received certification Bureau of quality and technical supervision, and through the national environmental protection product quality supervision and inspection center and lab evaluation by the Chinese Academy of preventive medicine and environmental health monitoring, State Department of environmental protection approved, in line with(GB/T18883-2002) and the Civil Building Engineering Specifications>( GB50325-2001) requirements of various test method of the parameters and standards [2].
Investigation of Indoor Formaldehyde Pollution in Newly Decorative Residences.Journal of Civil,Architectural&Environmental Engineering. 2011(33):p124.
Based on the sample room for acceptance of the finished product residence in the air pollutant sampling inspection regulations is that with lot of finished product to the similar residence decorate engineering sample shall be not less than the total amount of wear 5% , and shall not be less than three sets , besides each tested at least bedroom, living room, toilet, kitchen each one.
The finished layout of residential building and indoor formaldehyde sampling reference of the
Determination of formaldehyde using United States INTERSCAN formaldehyde Analyzer -4160-19.99m, the instrument has received certification Bureau of quality and technical supervision, and through the national environmental protection product quality supervision and inspection center and lab evaluation by the Chinese Academy of preventive medicine and environmental health monitoring, State Department of environmental protection approved, in line with
Investigation of Indoor Formaldehyde Pollution in Newly Decorative Residences.Journal of Civil,Architectural&Environmental Engineering. 2011(33):p124.
Online since: May 2011
Authors: Ming Shan, Zhao Ran Xiao, Gui Xiang Chen
Comparison between Supporting Structure Programs in Deep Foundation of Zhengzhou Exhibition Hotel and Analysis on Monitoring Results
Guixiang Chen1, a, Zhaoran Xiao2,b and Ming Shan3,c
1College of Civil Engineering, Tongji University, Shanghai, 200092, China
2School of Civil Engineering and Architecture, Henan University of Technology, Zhengzhou, 450052, China
3School of Economics and Management, Tongji University, Shanghai, 201804, China
achen-guixiang@163.com, bcexzr@163.com, c510234327@qq.com
Keywords: structure monitoring; program comparison; supporting structure
Abstract.
Engineering geological condition of the project and design parameters of the supporting structure are listed in Table 1.
Journal of Disaster Prevention and Mitigation Engineering, 25(4):468-470(2005) [2] Yang K.
Chinese Journal of Geotechnical Engineering, 20(6):105-107(1998) [6] Jianlin Yu, Xiaonan Gong.
Chinese Journal of Civil Engineering, 35(4):86-90(2002)
Engineering geological condition of the project and design parameters of the supporting structure are listed in Table 1.
Journal of Disaster Prevention and Mitigation Engineering, 25(4):468-470(2005) [2] Yang K.
Chinese Journal of Geotechnical Engineering, 20(6):105-107(1998) [6] Jianlin Yu, Xiaonan Gong.
Chinese Journal of Civil Engineering, 35(4):86-90(2002)
Online since: March 2015
Authors: Chun Hua Liu, Hao Du
Study on dynamic responses and reinforcement of reinforced concrete
columns subjected to blast loading
Hao Du1,2,a and Chunhua Liu1,b
1College of Civil Engineering and Architecture,Shandong University of Science and Technology, Qingdao, Shandong 266590, China
2Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation (Shandong University of Science and Technology) , Qingdao, Shandong 266590, China
aduhao@sdust.edu.cn, blch_qh2012@163.com
Keywords: Explosion, Blast load, Columns, Dynamic response, Reinforcement
Abstract.
The material parameters of concrete and steel As a common civil engineering materials, reinforced concrete plays a very important role in the field of structural engineering [5].
Stability of the World Trade Center Twin Towers Structural Frame in Multiple Floor Fires [J].Journal of Engineering Mechanics, 2005, 131(6): 654-657
Stability of the World Trade Center Twin Towers Structural Frame in Multiple Floor Fires [J].Journal of Engineering Mechanics, 2005, 131(6): 654-657
The material parameters of concrete and steel As a common civil engineering materials, reinforced concrete plays a very important role in the field of structural engineering [5].
Stability of the World Trade Center Twin Towers Structural Frame in Multiple Floor Fires [J].Journal of Engineering Mechanics, 2005, 131(6): 654-657
Stability of the World Trade Center Twin Towers Structural Frame in Multiple Floor Fires [J].Journal of Engineering Mechanics, 2005, 131(6): 654-657
Online since: December 2012
Authors: Yue Li, Xin Liang Jiang
An analytical approach to torsionally coupled seismic response of eccentric structure incorporating soil-structure interaction
Xinliang Jiang1,a, Yue Li1,2,b
1School of Civil Engineering, Tianjin University, Tianjin 300072, China
2 College of Airport Engineering, Civil Aviation University of China, Tianjin 300300, China
ajiangxinliang@126.com, byueli@cauc.edu.com
Keywords: Eccentric Structure, Torsionally Coupled, Soil-Structure Interaction, Branch Mode method, Ritz Vector.
Introduction The torsionally coupled seismic response of eccentric structures have been widely recognized by structural engineers.
Earthquake Engineering and Structural Dynamics.
Soil Dynamics and Earthquake Engineering.
Earthquake Engineering and Structural Dynamics.
Introduction The torsionally coupled seismic response of eccentric structures have been widely recognized by structural engineers.
Earthquake Engineering and Structural Dynamics.
Soil Dynamics and Earthquake Engineering.
Earthquake Engineering and Structural Dynamics.
Online since: October 2013
Authors: Jie Dai, Jian Min Xiong, Jin Zhi Zhou
Experimental Study and Analysis on Strength Properties of Waste Crumb Rubber Concrete
Jie DAI1, a, Jian-min XIONG1,2, b and Jin-zhi ZHOU2,c
1College of Resource and Civil Engineering, Northeastern University, 110819, Shenyang, China
2College of Civil engineering and Architecture, Hubei University of Technology, 430068, Wuhan, China
adaijie912@163.com, bjianminxiong@hubu.edu.cn, chgzhongzhou@163.com
Keywords: Crumb rubber concrete, compressive strength, flexural properties, surface modification.
Journal of Materials in Civil Engineering. (1993),5(4):478-496
Journal of Materials in Civil Engineering. (1999),11(3):206-213
Journal of Materials in Civil Engineering. (1999),11(3):206-213
The methods of cement and concrete for highway engineering.
Journal of Materials in Civil Engineering. (1993),5(4):478-496
Journal of Materials in Civil Engineering. (1999),11(3):206-213
Journal of Materials in Civil Engineering. (1999),11(3):206-213
The methods of cement and concrete for highway engineering.
Online since: June 2012
Authors: Yan Xiao, R.Z. Yang
Introduction
With the development of society, conventional construction materials such as steel and concrete are getting more anti-environmental and finding new eco-friendly materials in civil engineering are becoming increasingly crucial.
Modern structure using bamboo as basic material has found a new way to standardize bamboo materials and form industrialized construction method, which well become a new breakthrough in the civil engineering field [1].
Engineering Structures, 2009, 31(10): 2357-2367
Journal of Materials in Civil Engineering, 1999, 11(4): 345-352
ASCE Journal of Materials in Civil Engineering, 2002, 14(5), 359-365
Modern structure using bamboo as basic material has found a new way to standardize bamboo materials and form industrialized construction method, which well become a new breakthrough in the civil engineering field [1].
Engineering Structures, 2009, 31(10): 2357-2367
Journal of Materials in Civil Engineering, 1999, 11(4): 345-352
ASCE Journal of Materials in Civil Engineering, 2002, 14(5), 359-365