Search results

Similarity Analysis of Chloride Penetration Experiment for Hydraulic Concrete Zhaoqi Fu1, a , Jun Huang1, b , Junzhi Zhang1, c , Lingjie Wu1, d and Yandong Zhu1, e 1College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou, Zhejiang 310014, P.R.
Introduction The durability of the concrete structure is the most common engineering concern, which is not only related to concrete structure maintenance and rebuilt control, but also related to energy conservation and emission reduction, environmental protection and sustainable social development.
Vol. 24 (2010), p. 571-579 [2] Lijuan Zhong, Qinghua Huang, Xianglin Gu, et al.: Structural Engineers.
Vol. 25 (2009), p. 144-149 (In Chinese) [3] Anders Lindvall: Coastal Engineering.

BIM Application Analysis in Transportation Project Chi Zhang 1, a, Kai Zhao1,b and Jiaqi Li 2,c 1 School of Transportation, Southeast University, Nanjing, China 2 Department of Architecture and Engineering, Beijing University of Technology, Beijing, China aChiZhangseu2012@gmail.com, bzhaokai3204@gmail.com, clijiaqi1009@gmail.com Keywords: BIM; Transportation; Management Abstract.
The model can be applied in construction, engineering statistics, design and operation management.
With the increasing complexity of translation engineering, interdisciplinary cooperation has become the trend of the design.
References [1] Guanpei He: Journal of Information Technology in Civil Engineering and Architecture Vol. 2 No.3 (2010) In Chinese

Seismic Isolation Retrofit of an Office Building Using Friction Pendulum System Lin Liu1,a, Xuanmin Li1,b and Wei Tian2,c 1School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China 2Technical Center, Shanghai XianDai Architectural Design(Group) Co.
Mokha: Journal of Structural Engineering Vol. 122 (1996), p. 298 [2] M.
DesRoches: Engineering Structure Vol. 56 (2013), p. 585 [3] C.
Yeh: Engineering Structure Vol. 56 (2013), p. 970 [5] M.

Research on Numerical Simulation of the Crustal Stress Distribution Hanguo Zhou 1,2,a, Jing Li 3,b 1Xinjiang Exploration Department of SINOPEC Shengli Oilfield Company, Dongying, Shandong, 257017, China 2College of oil and natural gas engineering in Southwest Petroleum University, Chengdu, Sichuan, 610500, China 3College of Pipeline and Civil Engineering in China University of Petroleum, Qingdao, 266580, China azhouhanguoupc@163.com, bjingli@upc.edu.cn Keywords: Numerical Simulation, Renqiu Buried Hill, Elastic Modulus Abstract.
[4] YANG Xiujuan, Zhang Min and YAN XiangZhen: Petroleum geology and engineering, Vol. 22(2008), p. 39, in Chinese
[6] Li Jing, Liu Zhen, Zhang Yuan, Jiang Lin and Wang Linfu: Science Technology and Engineering, Vol. 10(2010), p 6163. in Chinese.

Protection of Greenhouses against Wind Damage Georgeta Băetu1, a *, Sergiu-Andrei Băetu1,b and Mihai Budescu1,c 1Gheorghe Asachi Technical University from Iasi, Faculty of Civil Engineering and Building Services, Romania a* geta_vasies@yahoo.com, bsergiubaetu@yahoo.com, c mbudescu@tuiasi.ro Keywords: lightweight steel structures, extreme wind loads, wind barriers, numerical simulation Abstract.
[2] Stredova H., Podhrazsk J., Litschmann T., Streda T., Roznovsky J., Aerodynamic Parameters of Windbreak Based on its Optical Porosity, Contributions to Geophysics and Geodesy, Volume 42, Issue 3, Pages 213–226, ISSN (Online) 1338-0540, 2012 [3] Wei Lia, Fan Wanga, Simon Bell, Simulating the sheltering effects of windbreaks in urban outdoor open space, Journal of Wind Engineering and Industrial Aerodynamics vol.95, pp 533–549, 2007
O., Including solar panels on parking areas in the sustainable development concept. wind effects, Environmental Engineering and Management Journal, Vol.14, No. 9, pp. 2255-2262, 2015
[8] Franke, J., Recommendations of the Cost Action C14 on the Use of CFD in Predicting Pedestrian Wind Environment, The Fourth International Symposium on Computational Wind Engineering (CWE2006), Yokohama, Japan, 2006.

Effect of Poly (Ethylene-Co-Vinyl Acetate) as a Self-Healing Agent in Geopolymer Exposed to Various Curing Temperatures ANDRI Kusbiantoro1, a*, NORBAIZURAH Rahman1, b, CHIN Siew Choo2 and RIDHO Bayu Aji3, 4 1Faculty of Engineering Technology, University Malaysia Pahang, Kuantan, Malaysia 2Faculty of Civil Engineering and Earth Resources, University Malaysia Pahang, Malaysia 3Civil Engineering Department, Institut Teknologi Sepuluh Nopember, Indonesia 4Konsorsium Riset Geopolimer Indonesia (KORIGI), Laboratorium Beton dan Bahan Bangunan, Kampus ITS Sukolilo Surabaya, Indonesia, 60111 aandri@ump.edu.my, bnorbaizurahrahman@yahoo.com Keywords: Geopolymer; Fly Ash; Poly (Ethylene-Co-Vinyl Acetate); Self-Healing Abstract.
Proceedings of the 1st International Conference on Biogeocivil Engineering, Netherlands.

Using Artificial Neural Network to Predict Blast-induced Ground Vibration Fuqiang Gao1, a, Xiaoqiang Wang1, b 1Department of Civil Engineering, Luoyang Institute of Science and Technology, China afuqianggao@yahoo.cn, bwangxq08@163.com Keywords: Blasting vibration velocity Artificial neural network Sodev’s predictor Coefficient of determination Mean absolute error Abstract.
Engineering with Computers. 27, 117-125 (2011) [3] A.
Engineering with Computers. 27, 225-233 (2011) [4] Singh, T.N., Kanchan, R., Saigal, K., Verma, A.K.: Prediction of P-wave Velocity and Anisotropic Properties of Rock Using Artificial Neural Networks Technique.
Engineering with Computers. 27, 177-181 (2011) [8] I.

The Comparison Between Dynamic Stress Intensity Factor and Static Stress Intensity Factor of Semi-rigid Asphalt Pavement Jingsong SHAN 1,a, Beibei Du1 1Shandong Civil Engineering Disaster Prevention and Mitigation Key Laboratory, Shandong University of Science and Technology, Qingdao, China acyhsjs@163.com Keywords: dynamic finite element method, dynamic stress intensity factor, reflective crack , moving load Abstract.
ZR2011EEQ027)” and “Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University (NO.201002)”.The authors gratefully acknowledge their support.
V11 No.2. 1998 [4] Robert Liang and Sanping Zeng：Efficient Dynalysis of Multilayered system during Falling Weight Deflectometer Experiment, Journal Transportation Engineering/July/August
[5] A.TPapagiannakis and R.Raha：Formulation For Viscoelastic Response Of Pavements Under Moving Dynamic Loading,Journal of Transportion Engineering /March/April.

Safety Analysis of Arch Dam Yu Xia 1, a, Ying-ye Yu2, b, Zhong-qing Zhang 3,c and Xiao-lian Zhao 4,d 1Civil Engineering And Architecture Department of Guangxi University of technology, Liuzhou, China 2 Logistic Service Management Centre of Guangxi University of technology 3 College of Civil and Architecture Engineering, Guangxi University, Nanning, China 4.College of Resources and Environment, Guangxi University, Nanning China asumm-rain@163.com, b4288921@qq.com czhangzq@gxu.edu.cn, dxiaolianbsh@126.com Keywords: Arch dam Failure process Safety analysis.
References [1] Ren qing-wen: status quo and problems on safety analysis of high arch dam.journal of hydraulic engineering.
[2] Zhang chu-han:discrete-contact-fracture analysis of rock and concrete.Chinese journal of rock mechanics and engineering.

Determination of fracture parameters for non-standard wedge splitting specimen of concrete ZHAO Yanhua a, ZHANG Huab and DONG Weic State Key Laboratory of Coastal and Offshoring Engineering, Dalian University of Technology, Dalian 116024, China a yanhuazh@dlut.edu.cn, b zhboy1985@126.com, c dlutdw@yahoo.com.cn Key words: concrete; wedge splitting specimen; fracture toughness; stress intensity factor; crack extension Abstract.
Journal of Hydraulic Engineering(In Chinese).
Engineering Fracture Mechanics.
ASCE, Journal of Materials in Civil Engineering.