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Online since: April 2014
Authors: Hai Tao Li, Jian Dai, Fan Wu, Min Hui Xu, Jing Wen Su, Xiu Yu Chen, Ling Fei Zhang, Wei Liu, Zhao Song, Bin Li, Zheng Qiang Zhou, Jian Chen
Experimental study on glued bamboo beam Lingfei Zhang1,a, Haitao Li 1,2,b, Jingwen Su1,c, Xiuyu Chen 1,a, Wei Liu 1,a, Minhui Xu 1,a, Jian Dai 1,a, Fan Wu 1,a, Zhao Song 1,a, Bin Li 1,a, Zhengqiang Zhou 1,a, Jian Chen 1,a 1 Department of Building Engineering, Nanjing Forestry University, Nanjing, China, 210037 2 Southeast University, Key Laboratory of Concrete and Pre-stressed Concrete Structure of Ministry of Education, Nanjing, China a 1248299247@qq.com, blhaitao1982@126.com, c sujingwen2013@126.com Keywords: Glued bamboo, bending, strain, deflection Abstract: This paper illustrates the experimental study on the glued bamboo beam.
Thus, the further study is needed in order to prompt the use in civil engineering area.
Journal of Materials in Civil Engineering, 2011, 23(7): 1036-1042
Composites part B-Engineering, 2012, 43(3): 1063-1069
Composites Part B: Engineering. 2013,54: 319-328
Online since: April 2014
Authors: Byung Hee Nam, Sun Young Paek, Jang Youl You, Ki Pyo You, Young Moon Kim
Snow Wind Tunnel Experiment for Snowdrift Prediction of Domed Stadium Sun-Young Paek1,a, Byung-Hee Nam1,b Jang-Youl You2,c, Ki-Pyo You3,d, Young-Moon Kim1,e 1Department of Architecture Engineering Chonbuk National University, Jeonju, 561-756, Korea 2Senior Researcher, KOCED Wind Tunnel Center, Chonbuk National University, Jeonju, 561-756, Korea 3Department of Architecture Engineering Chonbuk National University, Jeonju, 561-756, Korea, Long-Span steel Frame system Research Center amsdona@naver.com, blucknbh@naver.com, cwmjlove1877@jbnu.ac.kr, dyoukp@jbnu.ac.kr, ekym@jbnu.ac.kr Keywords: Snow drift, Accumulation coefficient, Wind tunnel, Domded stadium Abstract.
Unbalanced snow distributions for the design of Arch-Shaped roofs in Canada, Canadian Journal of Civil Engineering Vol. 7, No. 4, pp. 651-656, (1980)
A probailistic to the prediction of snow loads, Candion Journal of Civil Engineering, Vol. 1, pp. 28-49, (1974)
National Conference on Wind Engineering.
Online since: October 2014
Authors: Chi Yun Zhao, Kai Gong
Finite Element Analysis of the Seismic Behaviors on Web-Bolted Connected of Replaceable Shear Links for Eccentrically Braced Steel Frame Chiyun Zhao1, a *, Kai Gong 2, b 1Beijing Research Center for Engineering Structures and New Materials, Beijing University of Civil Engineering and Architecture, Beijing, 100044, P.R.China 2Beijing University of Civil Engineering and Architecture, P.R.China azhaocy@bucea.edu.cn, mmaboutfuture@163.comb Keywords: eccentrically braced steel frames; the replaceable shear link; the finite element analysis software of ABAQUS; the bolted web connections; seismic performance; deformation performance Abstract.
In the engineering seismic, we used equivalent viscous damping ratios to assess the energy dissipation capacity of the structure commonly.
Journal of Structural Engineering , October 2011, 1141-1152
Online since: February 2015
Authors: K.N. Basim, A.O. Hussein, Shamsuddin Shahid, Shreeshivadasan Chelliapan
Chelliapan3 1Department of Hydraulics and Hydrology, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310, Skudai, Johor Bahru, Malaysia. 2Department of Civil Engineering, Karbala University, Karbala, Iraq. 3Razak School of Engineering and Advance Technology, Universiti Teknologi Malaysia, Kuala Lumpur, Malaysia.
Metcalf and Eddy: Wastewater Engineering: Treatment and Reuse.
[11] Water Resources Engineering, 2005 Edition, John Wiley & Sons, Inc, 2005.
Online since: August 2013
Authors: Wen Zhong Fan, Li Li Wang, Zhao Xing Xie, Peng Cheng Shi, Shen Junan
Acknowledgment All the tests were conducted by the asphalt lab, Suzhou Jiaotong Engineering Group.
Journal of Materials in Civil Engineering, Vol. 23, No. 9, 2011, pp. 1328–1337
Canadian Journal of Civil Engineering, Vol.37, No. 1, 2010, pp. 17-24
American Journal of Engineering & Applied Sciences.
International Journal of Pavement Engineering.
Online since: January 2013
Authors: Rui Zeng, Hong Wei Liu, Rong Jun Chen
SHPB Dynamic Experiment On Silica Fume Concrete RongJun Chen1,a,HongWei Liu1,b,Rui Zeng1,2,c 1Air Force Logistics College, Xuzhou, Jiangsu 221000, China 2School of Mechanical and Electrical Engineering, China University of Mining and Technology, Xuzhou, Jiangsu 221008, China acrj_pla@163.com, bliupeihao05@yahoo.com.cn, czri1980@126.com Keywords: silica fume concrete; split Hopkinson pressure bar; the collapse state Abstract.
Introduction Silica fume is the fume reclaimed from smoke and gas produced by silica and ferrosilicon smelting, a large number experimental research and practice indicate that: admixing some silica fume to concrete cannot only meliorate the physical dynamic mechanical properties effectively, but also meet some special construction demand. silica fume has been an important admixture Of concrete in the field such as hydro project, marine port project, transportation project, military project, civil engineering and so forth[1-5].Right understanding of material characteristic in different strain rate and dynamic mechanical properties of silica fume concrete may be great significant to the its construction and extending its applied range in civil engineering.
Water Resources and Hydropower Engineering,1988(7):42~47 [3] Wang TieFeng,Zhang YanKun.
Engineering Mechanics,2001(5):115~118 [7] Meng Yiping,Hu Shi-sheng.Some problem of concrete impact-compression experiment.
Online since: June 2019
Authors: Stefan Kuss, Welf Zimmermann
All necessary service items ZKP engineering and technical expert placed in tender procedure.
In addition the stress analysts from engineering office could study the load bearing capacity, the material property and the composite behaviour of the new composite structure.
All detailed engineering with standard conditions specifications and contract as well as the quality control system with test and surveillance program was done by engineering consultants ZKP ZT GmbH based in Austria, 9611 Nötsch 120 (www.zkp.at). 2 First Advisements and Background to Auenbachbridge Austrian National Railways ÖBB have a lot of single track railway lines with monolithic rigid rail steel bridges directly super structured.
Fig. 7 Transporting the bridge on single track and lifting into final position 6 QM Management – Surveillance Program In the absence of standards for UHPFRC in Austria and on behalf of ÖBB civil engineer ZKP had to develop a congenial quality control system with test and monitoring program.
Vortrag zur Fachtagung der FIB und AFCG [4] Association Française de Genie Civil (AFGC); (2002): Documents scientifiques et techniques “Bétons fibrés à ultra-hautes performances”, Recommandations provisoires
Online since: December 2013
Authors: Chang Bin Hu, Mu Lu Du, Li Juan Wang
Research of Built-in Temperature and Zero Stress Temperature of Cement Concrete Pavement at Early Ages HU Changbin1,a, DU Mulu1,b, WANG Lijuan1,c 1College of Civil Engineering, Fuzhou University, Fuzhou, Fujian Province, P.
Table 1 Pouring Time of Pavement Slab Seasons Tests date Pouring time Tests location Winter 2011-1-19 Am 8:00 College of Civil Engineering, Fuzhou University Spring 2011-5-20 Summer 2011-6-21 Autumn 2010-12-4 The size of slab poured in autumn and winter is 1.0m×1.0m, and in spring and summer is 1.5m×1.5m.
Roesler, Characterizing effective built-in curling from concrete pavement field measurements, Journal of Transportation Engineering, ASCE. 131 (2005) 320-327
Sun, Numerical simulation of early-age temperature of cement concrete pavement, Engineering Mechanics. 4 (2013) 175-183
Zhang, Calcalation of the thermal stresses in concrete pavement at early ages, Engineering Mechanics. , 24 (2007) 136-145.
Online since: August 2014
Authors: Leonarda Carnimeo, Rosamaria Nitti
In addition, recent applications of artificial intelligence in engineering have been presented for building structures [8], management/control [9, 12, 13] disasters and earthquakes [10, 11] due to the predictive capability of Neural Networks (NNs), which can provide interesting values of prediction rates [8].
This indicates that NNs are feasible and reliable to be applied in noninvasive procedures for risk prevention also in civil engineering.
Foti, Swinging-bell Resonances and their Cancellation Identified by Dynamical Testing in a Modern Bell Tower, Engineering Structures, 31 (2009), 1486-1500, ISSN: 0141-0296
Potenza, Output-only identification and model updating by dynamic testing in unfavorable conditions of a seismically damaged building, Computer-Aided Civil and Infrastructure Engineering, 2 (2014), Online ISSN: 1467-8667
Conf. on Information Management and Engineering (ICIME).
Online since: July 2016
Authors: Maziar Gholami Korzani, Alexander Scheuermann, David J. Williams, S. Galindo Torres
Williams1,d 1School of Civil Engineering, Advanced Engineering Building, The University of Queensland, St Lucia, Queensland 4072, Australia am.gholamikorzani@uq.edu.au, bs.galindotorres@uq.edu.au, ca.scheuermann@uq.edu.au, dd.williams@uq.edu.au Keywords: Smoothed Particles Hydrodynamics, Poiseuille flow, Hagen-Poiseuille flow, Couette flow.
Likewise, several applications in environmental, mechanical, chemical, and petroleum engineering involve slow viscous incompressible flows through filters, substrates, and other potentially deformable structures [1].
Nowadays, it is being used in a vast range of research domains including fluid and solid mechanics, hydrodynamics and also geotechnical engineering.
The simulations were carried out using the Macondo Cluster from the School of Civil Engineering at the University of Queensland.