Search results

The typical work includes: Gero introduced the genetic theory, genetic engineering and development biology into the engineering design process and proposed the concept of design gene and discussed the application of Genetic Algorithm in the engineering design [1].
Chinowski (eds), Computing in Civil Engineering, ASCE, New York, pp. 84-90
Bercsey: Journal of Engineering Design.
Qi: China Mechanical Engineering, Vol. 9(1998), pp. 80-84.
He: Journal of Engineering Design, Vol. 11(2004), pp. 113-118.

Influence of Technological Indiscipline on Strength Properties of Bonded Joints Barbora Nečasová*1,a, Pavel Liška1,b and Jiří Šlanhof1,c 1 Brno University of Technology, Faculty of Civil Engineering, Institute of Technology, Mechanization and Construction Management, Veveří 331/95, 602 00 Brno, Czech Republic a*necasova.b@fce.vutbr.cz, bliska.p@fce.vutbr.cz, cslanhof.j@fce.vutbr.cz Keywords: Adhesive, polyurethane, technological indiscipline, timber, vented façade, wood.
For the purpose of presented tests five different types of possible insubordinations was engineered.
Thus, civil engineers are currently very often meeting with obstacles as revitalization or redemption of wooden facades.
Straalen: Structural Adhesive Bonded Joints in Engineering – drafting design rules (Trans Tech Publications, Switzerland 1998)

Research Progress on the Effect of Stray Current on Properties of Cement-Based Materials in China Gaonian Lia *, Baomin Wangb Institute of Building Materials, School of Civil Engineering, Dalian University of Technology, No.2 Linggong Road, Ganjingzi District, Dalian City 116024, China aemail: ligaonian_kd@163.com, bemail: wangbm@dlut.edu.cn Keywords: stray current; corrosion; cement-based materials; multi-factor coupling actions Abstract.
In the actual service process, reinforced cement-based systems suffer from various erosive conditions, the degradation mechanisms in reinforced cement-based systems due to the combined effects of stray current and environmental multi-factors have been a serious problem in civil engineering for many years.
We hope that it can give some reference proposals for the researchers and engineers.
[22] Du Y J, Ma S J and et al, The prediction on enduring life span of anti-spreading electricity current for concrete in the subway engineering, Journal of Water Resources and Architectural Engineering, (2003):7-9
[34] Lin J, Tang H, High-impedance concrete for use in metro engineering, Journal of Building Materials, (2001)

Photodegradation of Oily Waste water Using Nano-TiO2 Zongwei Zhang1, 2,a, Chuang Zhang1,b 1Airport Department Civil Aviation University of China , Tianjin 300300,Chinese 2 Chemical engineering Department Tianjin University , Tianjin 300300,Chinese azhv116@163.com, bzw-zhang@cauc.edu.cn Keywords: nano-TiO2 ,photocatalytic activity,oily waste water Abstract.
Acknowledgements This work was financially supported supported by the Fundamental Research Funds for the Central Universities( Civil Aviation of University of China, 2010D017).

Introduction The pre-stressed steel strands are widely used in civil engineering field as tensioning components in order to ensure and bring a high mechanical strength and a long service life to the structures.
Use examples include numerous civil structures, such as cable-stayed and suspension bridges, tendon-based in offshore platforms and pre-stressed strands in concrete structures (bridges, dams, nuclear power plants, etc.).

Analysis of the effect of temperature on thermal conductivity of the insulation block made from secondary raw materials Alena Kalužová1, a, Jan Pěnčík2, b, Libor Matějka3, c, Libor Matějka4, d, Tomáš Pospíšil5, e and Darina Dostálová6, f 1,2,3,4,5,6Brno University of Technology, Faculty of Civil Engineering, Institute of Civil Structures, Veveri 331/95, 602 00 Brno, Czech Republic akaluzova.a@fce.vutbr.cz, bpencik.j@fce.vutbr.cz, cmatejka.l@fce.vutbr.cz, dmatejka.l1@fce.vutbr.cz, epospisil.p@fce.vutbr, fdostalova.d@fce.vutbr.cz Keywords: thermal bridge, recycling, thermal insulation, waste, coefficient of thermal conductivity.

Stress Monitoring for the Whole Construction Process of Simply Supported to Continuous T-Beam Bridge Wu YANG 1，Wenjuan YAO 1，Xiaoyu LIU 2 1Department of Civil Engineering,Shanghai University,Shanghai 200072,China 2College of civil and architecture,Chongqing Jiaotong University,Chongqing 400074,China Email: yangwu_83@163.com Keywords:  Simply Supported to Continuous System ；T-Beam；monitoring the Stress Abstract: In order to research on the stress change and influencing factor of whole construction process of simply supported to Continuous system T-beam bridge, combined with Guizhou Bai-long bridge, the stress change is carried out the real time inspection in each construction stage, and the finite element model is established to analyse Stress changes in whole construction process.

Introduction As the rapidly development of the society, concrete has been irreplaceable in the construction of modern city which is widely applied to the construction of civil engineering.
AE technology has potential for characterization of damage in concrete materials and structures [7, 8] and is used for on-line monitoring during service of civil structures or facilities [9].

Civil Eng.
Selected Peer Reviewed Papers from 2012 2nd International Conference on Civil Engineering and Building Materials, CEBM 2012, (2012) 233-237

Surface settlement time lag induced by shield tunneling in urban sandy-pebble stratum Shuai Man Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China E-mail address: shuaiman07@foxmail.com Keywords: surface settlement; sandy-pebble stratum; shield tunnel; UDEC software Abstract.
It is clear that the surface settlement induced by shield tunnel construction is the most serious and most frequent engineering accident.
Tharp: Engineering geology, Vol. 52 (2) (1999), p.23
Qi, Z.R Wu: Journal of Civil, Architectural & Environmental Engineering, Vol. 34 (6) (2012), p.89.
Li, J.Y, Yan: Chinese Journal of Underground Space and Engineering, Vol. 1(6) (2005). p. 965.