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Lanzhou University of Technology, School of Civil Engineering, Lanzhou Gansu, 730050; 2.
Western Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou University of Tech, Lanzhou 730050) a 280863504@qq.com, b 1135739056 @ qq.com, c79735508 @ qq.com, d 55106399 @ qq.com Key words: Impact, Steel cube column, Single-layer reticulated shell, Response mode, Dynamic response.
Engineering Mechanics, vol. 26(6)(2009), p.75(in Chinese)
[3] Duozhi Wang,Xudong Zhi, Feng Fan.Engineering Mechanics, vol. 25(s1)(2008), p.144(in Chinese)
China Civil Engineering ,vol. 43(05)(2010),p.56(in Chinese)

Study on ultimate bearing capacity and anti-slip of the stud Yimin Dai 1,a , Xuguang Yan1,b ,Jing Chen2,c,Xiangjun Wang1,d 1 School of Civil Engineering, Hunan University of Science and Technology, Xiangtan 411201, china 2 School of Civil Engineering, NanTong University, Nantong 226019, china adymzzy@163.com, byanxuguang666@126.com, cjing helen@sina.com, dwangxiangjun_nan@126.com Keywords: Steel-concrete composite beam; Push-out specimens; stud; ultimate bearing capacity Abstract.
(a)T-2 and T-4 push-out specimens (b) T-1 and T-3 push-out specimens (c)T-3 and T-6 push-out specimens (d) T-1、T-2 and T-6 push-out specimens Fig.3 Load-slip of push-out specimens Conclusions The main points discussed in the paper can be summarized as follows: 1.Stud connector of the prefabricated panels with holes filling the different concrete has good carrying capacity and anti-slip capacity. 2. holes shape have little effect on the carrying capacity of studs,the square hole specimen stud capacity slightly is better than the round hole. 3. the concrete inside the hole have higher strength, slip value of the push-out specimens is smaller,the paper suggest that engineering design increase the concrete strength to improve the flexural behavior of the composite beams.
China Civil Engineering Journal,1999, 32(2): 3-8.
Engineering Structures,2004, 26(12): 1853-1860

STRENGTH AND CORROSION RESISTIVE PROPERTIES OF CONCRETE CONTAINING QUARRY DUST AS FINE AGGREGATE WITH GGBFS M.Devi1,a and Dr.K.Kannan2,b 1Department of Civil Engineering, Paavai Engineering College, Namakkal-637018, Tamilnadu, India. 2Department of Chemistry, Government College of Engineering, Salem-636011, Tamilnadu, India.
ARPN Journal of Engineering and Applied Science, VOL.3, NO.5, October 2008
[5]David N.Richardson, University of Missouri-Rolla, R199-035/R199-035B [6]S.Pavia and E.Condren, Journal of Materials in Civil Engineerig, April 2008. pp313-320 [7]Richardson, David N., University of Missouri-Rolla, (2006) Report 06-008, Jefferson City, USA
International Journal of Physical Sciences Vol.1 (3), pp. 112-120, November, 2006 [9]Wang Ling, Tian Pei, and Yao Yan, China Building Materials Academy, PRC [10]M.Shariq, J.Prasad and A.K.Ahuja, Asian Journal of Civil Engineering, Vol.9, No.1.pp61-74 2008.

Study of sleeper concrete early strength based on orthogonal experiment Haichao Wang 1,2 , a, Ke Qiu 2, b and Shuling Gao 3 1School of Civil and Architectural Engineering, Shandong University of Science and Technology, Qingdao 266510, China 2School of Civil Engineering and Architecture, Qingdao University of Technology, Qingdao 266300, China 3 School of Civil Engineering, Hebei University of Technology, Tianjin 300401，China aqiuke.521@163.com,b917213067@qq.com, Keywords:Orthogonal experiment; sleeper concrete; early compressive strength;influencing factors Abstract.
The test shows that using orthogonal experiment method can efficiently and accurately design concrete mix and apply engineering practices.
JOURNAL OF NINGBO UNIVERSITY(NATURAL SCIENCE & ENGINEERING), 2010 23(4):112-116

PSO applied to reduce the cost of energy in water supply networks Bruno Melo Brentan1,a,Edevar Luvizotto Jr2,b and Lubienska Cristina Lucas Jaquiê Ribeiro3,c 1College of Civil Engineering, Architecture and Urbanism,UNICAMP, Brazil 2College of Civil Engineering, Architecture and Urbanism,UNICAMP, Brazil 3College of Technology - UNICAMP, Brazil abrunocivil08@gmail.com, bedevar@fec.unicamp.br, clubi@ft.unicamp.brr Keywords:Water pumping station, variable speed drivers, PSO.
Sciencia Iranica, Transaction A: Civil Engineering, Vol. 16, No. 1, p. 50-57
Engineering Optimization, 25 January 167-183 [5]Jowitt, P.
Biosustems engineering, p. 479-486

Influence of Curing Condition and Clay Content on Strength of Geopolymer Soils Kwon Hyugmoon1,a; Huynh Hoang Min2,b; Nguyen Van Chanh2,c; Le Anh Tuan2,d 1 Department of Civil Engineering, Yeungnam University, Korea 2Department of Civil Engineering, Vietnam National University, HoChiMinh city, Vietnam ahmkwon@yu.ac.kr, bhuynhhoangmin@gmail.com, cnvchanh@hcmut.edu.vn, dtuanmaterial@yahoo.com Keywords: Geopolymer soil, Clay content, Alkaline liquid, Sodium hydroxide, Sodium silicate.
Kwon Hyugmoon, Deparment of Civil Engineering, Yeungnam University, Korea.
Industrial & Engineering Chemistry Research, 44(4), (2005), p.832-839
Hardjito et al., Fly ash-based geopolymer concrete, Australian Journal of Structural Engineering, Vol.6, No.1, Australia, 2005

Engineering Application of Glued laminated Timber Structures in China Xiaowu Cheng1,a,Weiqing Liu1,b, Weidong Lu1,c,Huifeng Yang1,d, Kong Yue1,e 1College of Civil Engineering, Nanjing University of Technology, No.200 North Zhongshan Road, 210009, Nanjing, China achengxiaowu888@sina.com, b wqliu@njut.edu.cn, cconcrete@163.com, dyhfbloon@163.com e yuekong@njut.edu.cn Keywords: Glued laminated timber, Long-span building, Trussed arch bridge, Wood Structure Form Abstract.
The bridge was composed of glulam timber components, which was the first one constructed by the US Engineered Wood Association in China designed by West Wooden Structure Corporation of USA.
The Advanced Engineering Composite Material Research Center of Nanjing University of Technology designed the structure and fabricated the components.
Seeing the extraordinary structure form, we will feel the excitement and appreciate that we will construct the splendid engineering with glulam timber structure.
China civil engineering journal, 1990(1):88

Finite Element Analysis on Flexural Fatigue Behavior of RC Beams Strengthened with CFRP Yu Wang 1, a, Yanni Shen 2, b, and Xu Fan 3, c 1 College of Civil Engineering, Shenyang Jianzhu University, Shenyang, 110168, China P.R. 2China Northeast Architectural Design and Research Institute, Shenyang, 110006, China P.R. 3 Economics Study Center,Eastern Inner Mongolia Electric Power Co.
awyasyn@163.com , bsynawy@163.com , cfanxu@163.com Keywords: CFRP; reinforced concrete beam; FEM; fatigue Abstract: Numerical simulation methods were used in this paper , and the bending fatigue performance of reinforced concrete beam with CFRP by ANSYS were analyzed . the Fatigue Mechanism was studied , and obtained the raise the level of fatigue life of reinforced concrete beam with CFRP .The result shows CFRP can increase greatly its fatigue life and play a practical engineering guide.
Proceedings of the International Conference on FRP Composites in Civil Engineering, Hong Kong.
Engineering Mechanics, 2008,25 (8) : 200-204

Simulation on the track integration of radar system and ADS-B Hao Liu, Guoqing Wu ,Li Zhou Ordnance Engineering College, Shijiazhuang 050003,China jameslh@sina.com Keywords: ADS-B ;Radar systems; Simulation Abstract: The accuracy of radar measurement is an available data source to ads-b measure.
Since the characteristics of the target number of large civil aircraft handling and real-time of processing speed, this paper uses a distributed fusion model, that is the integrated approach from local track to system track of radar and ADS-B, shown in Figure 1: Fig.1 Fusion model of radar and ads-b data Processing of data fusion can be divided into two parts: one is fusing each radar track data to generate multi-radar track, the second is to fusing generation system track by a multi-radar data and ADS-B data that is generated.
Combined with the characteristics of civil aircraft track, we can choose the weighted statistical testing method, which the speed of is fast, simple and easy to implement, and can reduce the amount of computation in large part, although there exists some losses of accuracy in the calculation.
Journal of China civil aviation college, 2010, 21 (4) : 3-6 [2] Steven D.

Introduction Recently the one of the research activities on civil engineering field is concentrated on the instrumentation technology for health monitoring of large civil infrastructures such as bridges, dams etc[1].
Soon, "Structural Damage Monitoring for Civil Structures," Proceedings of the International Workshop on Structural Health Monitoring, p. 371-382, 1997