Search results

Numerical Analysis of the Construction influence of Deep Foundation Pit on Adjacent Open Trench Tunnel Congshi Wu1,a, Weida Shen2,b Liu Gong3,c 1,2,3School of Civil Engineering and Architecture, Changsha University of Science & Technology, Changsha, Hunan, 410114, China awucosh@163.com, btturbo@163.com, cgongliu830@163.com Keywords: Numerical Analysis, Open Trench Tunnel, Adjacent Foundation Pit Abstract.
Introduction The land tension and the continuous development of cities raise many new engineering topics.
Because of having to complete a number of engineering construction in a limited space, to guarantee the safety of engineering in parallel becomes the rush problem[1]-[5].
[5] Weidong Wang, Jian Shen, Qiping Weng and Jiangbin Wu, Chinese Journal of Geotechnial Engineering.
Tunnel engineering handbook.

Effect of Antioxidant Characteristic from Waste Cooking Oil in Modified Asphalt Binder Wan Nur Aifa Wan Azahar1,a, Mastura Bujang1,b, Ramadhansyah Putra Jaya1,3c*, Mohd Rosli Hainin1,d, Norzita Ngadi 2,e and Mohd Mustafa Al Bakri Abdullah3,f 1Department of Geotechnics and Transportation, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Skudai, Johor, Malaysia 2Department of Chemical Engineering, Faculty of Chemical Engineering, Universiti Teknologi Malaysia, 81310 Skudai, Johor, Malaysia 3Centre of Excellence Geopolymer and Green Technology, School of Materials Engineering, Universiti Malaysia Perlis (UniMAP), Perlis, Malaysia aaifazhr_1906@yahoo.com, bmasturabujang88@gmail.com, c*ramadhansyah@utm.my, dmrosli@utm.my, enorzita@utm.my, fmustafa_albakri@unimap.edu.my Keywords: Aging process, waste cooking oil (WCO), antioxidant, oxidative inhibition, aging index (AI) Abstract.
Dissertation of Doctor of Philosophy (Civil & Environmental Engineering).
International Journal of Pavement Engineering, 5(3) (2004) 137-151

Engineering, Metallic Materials, Characterization and Evaluation Materials and Automotive and Aerospace Engineering, (2004) 145-157
Weck, Numerical and experimental investigations on HYLITE sandwich sheets as an alternative sheet metal, Archives of Civil and Mechanical Engineering. 8 (2008) 67-80
Vaughan (Eds.), Encyclopedia of Automotive Engineering, John Wiley & Sons Ltd: Chichester, (2015) pp. 3183-3200
Amancio-Filho, J. dos Santos, Joining of polymers and polymer-metal hybrid structures: Recent developments and trends, Polymer Engineering & Science. 49 (2009) 1461-1476
Pietrzyk, Application of statistically similar representative volume element in numerical simulations of crash box stamping, Archives of Civil and Mechanical Engineering. 12 (2012) 126-132

Relationship between Bending Solutions of FGM Timoshenko Beams and Those of Homogenous Euler-Bernoulli Beams Li Shirong1,a, Wan Zeqing1,b, Zhang Peng1,c 1School of Civil Science and Engineering, Yangzhou University, Yangzhou, Jiangsu 225127, China a srli@yzu.edu.cn, bzqwan@yzu.edu.cn, cuptent@163.com, Key words: functionally graded material, Timoshenko beam, bending, analytical solution Abstract: Relationship between bending solutions of functionally graded Timoshenko beams (FGMTB) and those of homogenous Euler-Bernoulli beams (HEBB) were studied in this presentation.
[7] M Şimşek, Nuclear Engineering and Design. 240(2010): 697-705
Composites Part B: Engineering. 39(2008): 151-158
Mechanics and Engineering. 32(5)(2010): 45-49.( in Chinese) [13] C.
Wang, Journal of Engineering Mechanics ASCE. 121(1995): 763-765

Connecting Parameter Study on Adjacent Structures Linked by Dampers Huangsheng Sun1,a, Linuo Cheng1,b 1Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation (Shandong University of Science and Technology), Qingdao, Shandong, 266510, China ashs7528@sina.com.cn, bhappykoala@126.com.cn Keywords: Adjacent Structure; Visco-Elastic Damper; Optimal Analysis; Connecting Parameter Abstract.
Engineering Structure Vol. 21(1999), p. 135-148 [2] Y.L.
Earthquake Engineering and Structural Dynamics Vol. 28(1999), p. 609-631 [3] W.S.
Earthquake Engineering and Structural Dynamics Vol. 27(1998), p. 649-659 [5] J.
Engineering Structures Vol. 28(2006), p. 183-195 [6] H.P.

Development and Application of Driving Devices for Space Environment WEN Jian1,a, XU Shuhui2,b, WANG Yanchao1,c, LIANG Tongfen1,d 1 School of Mechanical, Electronic and Control engineering, Beijing Jiaotong University, Beijing, China 2 School of environment and energy Engineering of Beijing University of Civil Engineering and Architecture, Beijing, China a08116290@bjtu.edu.cn, bxushuhui@bucea.edu.cn, c09121836@bjtu.edu.cn, d07222007@bjtu.edu.cn Keywords: Motor, Space environment, Temperature control Abstract.
Acknowledgement This work was supported in Funding Project for Academic Human Resources Development in Institutions of Higher Learning under the Jurisdiction of Beijing Municipality (PHR201007127), Beijing Characteristic Specialty Construction of Building Environment and Facilities Engineering and the Key Laboratory of Heating, Ventilation and Air Conditioning in Beijing.
Proceedings of the 3ed International Conference on Mechanical Engineering and Mechanics, vol. 1, (Beijing, 2009) p. 610 [3] Sun Meng, Zhang Kan, and Jiang Jun.
Spacecraft Engineering, vol. 18, no. 2, (2009) p. 79 [4] Hu Changxi, and Jia Yue.

Study on Design of Uplift Piles According to the Elastic Foundation Beam Theory Kun Chen 1, a , Yubin Dou 1, b 1 School of Civil Engineering, Tianjin University, China achenkun19@126.com, bdou2@sina.com Keywords: Uplift piles, Elastic foundation beam theory, Uplift bearing capacity, Destroy order.
Chinese Journal of Geotechnical Engineering, Vol33.S2 (2011), p. 464-470 (In Chinese) [3] Maosong Huang, Qing Ren, Weidong Wang, Zheng Chen.
Chinese Journal of Geotechnical Engineering, Vol29.11 (2007), p.1689-1695 (In Chinese) [4] Bitang Zhu, Min Yang.
Structural Engineers, Vol23.2(2007), p.80-84 (In Chinese) [7] Jie Pei.
Chinese Journal of Geotechnical Engineering, Vol32.S2(2010), p. 290-293 (In Chinese)

Analysis of the application of green energy CL structural system Dongli Wang, Guifang Yang,Tong Li Department of Architectural Engineering, Qinhuangdao Branch, Northeast Petroleum University, Qinhuangdao, Hebei, 066004, China Department of Architectural Engineering, Qinhuangdao Branch, Northeast Petroleum University, Qinhuangdao, Hebei, 066004, China Department of Architectural Engineering, Qinhuangdao Branch, Northeast Petroleum University, Qinhuangdao, Hebei, 066004, China dongli.w@126.com, architectwdl@126.com, atqhd@163.com Keywords: building energy efficiency; environmental protection; the CL structure.
From 2000 Beijing, Tianjin, Shandong Province, Shanxi Province, Heilongjiang Province and other thirteen provinces issued local regulations on CL structural system-- "CL Structural System Technical Specification" and "CL structural engineering construction quality acceptance procedures ".
From 2000 There are 3 million square meters of CL structural System Engineering which localed in Shijiazhuang, Handan, Taiyuan, Tangshan and Huanghua, Jinan, Tai'an, Qingdao, have been Completed, meanwhile, more than 600 square meters engineering in constructing or designing, and each project are all the demonstration of government energy-saving projects,generally welcomed by the community. 2003 The key structural laboratory at Tsinghua University has completed the 1:1 prototype of the CL composite wall and solid concrete walls limit comparison test which verify that the ultimate bearing capacity of the CL composite wall is 14% larger than solid concrete wall, further verify that the collaborative force theory of composite shear wall. 2003.8.29 In the Great Hall of the People, former vice chairman of National People's Congress Jiang Chunyun awarded the "Golden Bridge Award" to the inventor of the CL structural system. 2005.1.20 Ministry of Construction issued the certificate of "a national
This is a major breakthrough in the CL energy-saving building system ,also is that apply the unprecedented technology of CL grid plate-wall to the steel plant construction, which represent that the technology of CL grid plate-wall formally from the civil construction sector step into the industrial construction sector.

A commercial bank’s Underground vault double-shear wall Template Installation Technology Bing GUO 1,2, a, BAI Xiangyu 2,b and ZhANG Yanqing 2,c 1School of Civil Engineering and Architecture of Wuhan University of Technology, Wuhan, Hnbei, 430070, China 2 Construction Works Department, Xinxiang University, Xinxiang, Henan, 453000, China agbchch@163.com, bbxy126@126.com, cyang_841104@126.com Key words: double-shear wall, template, Filling dry sand , amortization once .
Engineering Survey and Design The construction structure of the commercial bank is 12floor above the ground and 1 floor underground.
The form of the engineering structure is the frame shear wall structure.
The selection of the template engineering material According to the construction method of the project template and construction quality requirement and the construction easy operability, the project adopts the plywood template.
Template inspection and acceptance and quality assurance measures template inspection and acceptance[2] The size of the template for establishing ensure the engineering structure and reache the exactitude for each parts in shape, size and mutual position.

Analysis of the Reasonable Construction Size of Concrete Bridge Deck Xianxi Tang 1,a, Xianzhou Tang 2,b, Yue Xu 3,c, Wei Guo 4,d 1School of Civil Engineering, Lanzhou University of Technology, Lanzhou, 730050, China 2Maintenance Sub-center of Beijing-Shanghai High Speed Railway, Jinan Railway Bureau, 250001, China 3School of Highway, Chang’an University, Xi’an, 710064, China 4Shandong Electric Power Engineering Consulting Institute Co.
Journal of Bridge Engineering, 1999, 5: 116-24 [3] Rambod Hadidi, M.
Journal of Bridge Engineering, 2005, 9/10: 503-510 [4] M.
Journal of Bridge Engineering, 2005.9/10: 511-519 [5] Y.
Journal of Bridge Engineering, 2006, 1/2: 64-70 [8] Chang'an University.