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Experimental study on mechanical properties of synthetic macro-fiber reinforced reactive powder concrete Kui He1,2, Hui Yang1,Fangfang Jia2,a, Erpo Wang2, Zhenbao Lu2, Jun yuan Liu2,Xiuli Liu2,Quanxiao Dong2 1Department of Materials Science and Engineering, Zhejiang University, Hangzhou 310027, P.R.
China 2 Beijing Engineering Research Center of Architectural Functional Macromolecular Materials, Beijing Building Construction Research Institute, Co., Ltd., Beijing, 100039, P.R.
RPC has excellent performances, so it has been used in engineering filed, such as bridge [3], railway [4], roof [5], coverplat [6], acoustic shielding [7] and so on.
[4] Yan ZG,An MZ,Ji WY.CHINA CIVIL ENGINEERING JOURNAL, Vol. 42(2009)P 96
[5] Information on http://www.ductal-lafarge.com/ [6] An MZ,Ji WY,Zhong TY,Jia FF. 2011 International Workshop on Sustainable and Science -Driven Engineering of Cement-based Materials.p141

Influences of Ground Reflection on the Elevated Box Bridge Structure Noise Xiaoyun Zhang1,a , Qing Song1,b and Xiaoan Zhang2,c 1School of Mathematics and Physics, Lanzhou Jiaotong University, Lanzhou 730070, China; 2School of Mechatronic Engineering, Lanzhou Jiaotong University, Lanzhou, 730070, China.
Cicatiello: Engineering Analysis with Boundary Element, Vol. 31 (2007) No.3, P. 248-258
Shan: Automotive engineering, Vol.7 (2009) No.31, P. 659-663
The Fourth International Conference on ransportation Engineering (American Society of Civil Engineers, American, October 19-20, 2013).

Hardware System Design Research on Operation Monitoring System of Hanjiatuo Yangtze River Bridge Peng Yan1,a, Deshan Shan1,b, Qiao Li1,c 1School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China aswjtu_yp@126.com, bdsshan@163.com, cql3721@163.com Keywords: Hanjiatuo Yangtze River Bridge, operation monitoring system, hardware system design, cable-stayed bridge.
Introduction Yuli Railway Fuling Hanjiatuo Yangtze River Bridge (hereinafter referred to as “Hanjiatuo Yangtze River Bridge”) is the key engineering.
Fig.1 General layout of Hanjiatuo Yangtze River Bridge With the novel type and large scale, Hanjiatuo Yangtze River Bridge has the largest span in similar bridges, so there are little engineering experiences used as reference.
Journal of Earthquake Engineering and Engineering Vibration.

Experimental Study on Progressive Collapse Resistance of Reinforced Concrete Frame Structures Yongkang Zheng a Jingang Xiong b Zhaoqiang Wub Yinong Heb School of Architectural Engineering, Nanchang University, Nanchang, 330031, China ajiangyunna141805@yahoo.com.cn, bxiongjg2005@163.com Keywords: Experimental study, Progressive collapse, Reinforced concrete, Frame structure Abstract.
Gene, Sozen, Mete. : Journal of Structural Engineering, Vol. 131 (2005), p. 1157-1177
[4] Seffen, K.A. : Journal of Engineering Mechanics, Vol. 134(2008), p. 125-132
[5] Bao, Yihai, Kunnath, Sashi K., El-Tawil, Sherif; Lew, H.S. : Journal of Structural Engineering, Vol. 134 (2008), p. 1079-1091
[6] Xiaofeng Jiang, Yiyi Chen: China Civil Engineering Journal, Vol 41(2008), p.1, in Chinese

The Strain-Energy Criterion of Iso- Line for Mixed Mode Crack In Concrete Sili Chen1,a, Kun Qu1,b, Jianjun Shi1,c, Lihua Lu1,d 1School of architectural and civil engineering, Shenyang University of Technology, Liaoning, Shenyang, 110870, China achen1458@163.com, btumu0504@sina.com, c shitailongbao@163.com,dLLh_wxy@yahoo.com.cn Keywords: concrete; mixed mode crack; strain energy; fracture criterion Abstract.
Introduction With the applications of the concrete in a large number of the practical engineering and the development of fracture mechanics, the fracture mechanism and fracture criterion of concrete structure on crack for mixed mode load become widespread concerned.
This paper established Iso-line strain energy criterion formula, which is easier, clear in physical concept, convenient for engineering applications.
Journal of Hydraulic Engineering, 1982(6): 27-37.
Journal of Hydraulic Engineering, 1982(6): 20~24.

Analysis on Stability and Ultimate Bearing Capacity of Steel Truss Arch Bridge Liu Yang1, a, Wang Xing Rui2,b, Yang Gang1,c and Zhang Aifeng1, d 1Institute of Road and Bridge Engineering, Dalian Maritime University, Dalian, China, 116026 2Institute of Civil Engineering, Qingdao Technological University, Lingyi, China, 273400 a13942095551@139.com, bwqqlff@126.com, cyanggang@dlmu.edu.cn, dapril98@21cn.com Keywords: Steel truss arch bridges; Safety stability coefficient; Bucking mode; Nonlinear finite element; Ultimate carrying capacity.
The limit point instability is referred to as the second type stability problem, which always occurs in arch bridges in practical engineering.
In addition, instability caused by the damage of wind bracings often occurs in practical engineering, which indicates that wind bracing plays a significant role in a bridge structure
Bridge Engineering.

Behaviour of Slope Protecting and Retaining Structures during Wenchuan Earthquake on May 12 2008 Fei ChenP1,aP, Jianhui DengP2,bP, Jinbing WeiP2Pand Jiajia TaiP2 P1P School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China P2P State Key Laboratory of Hydraulics and Mountain River Engineering，Sichuan University, Chengdu 610065, China PaPfeierchen_sunny@163.com, PbPjhdeng@scu.edu.cn Keywords: Wenchuan Earthquake; Slope; Protecting and Retaining Structures; Behaviour; Design Abstract.
Protecting net can be divided into active net and negative net and is widely used in slope engineering with rock fall problems.
In hydropower engineering, almost every cut slope in the dam site is reinforced by cable bolts to ensure the safety of structure at its toe.
Tai, at al, Chinese Journal of Rock Mechanics and Engineering 27, 1781 (2008) .

Studying on the propagation behavior of bent crack bending from slant pre-crack with compressive residual stress You-li Ma School of Energy and Civil Engineering , Harbin University of Commerce, Harbin, China e-mail: myl0505@yahoo.com.cn Key words---Mixed-mode, discontinuous displacement, compressive residual stress, fracture angle, fatigue (annealed) pre-crack formatting; style; styling; insert (key words) Abstract---For a slant pre-crack under mixed-mode conditions, a method is proposed in which mode Ⅰ and mode Ⅱ stress intensity factors and can be directly evaluated from the discontinuous displacement along it.
Transactions of the Japan Society of Mechanical Engineers, Series A. 1981, 47 (424), 1283—1292
Engineering Fracture Mechanics, 1980, 13 (3), 439—451
Transactions of the Japan Society of Mechanical Engineers. 1993, 59 (562), 1429—1436
Engineering Fracture Mechanics, 1990, 36 (6), 971—978

Modal Analysis of the Cable-Stayed Space Truss Combining ANSYS and MSC.ADAMS Jingjun Zhang1, a, Jitao Zhong2,b, Lili He 2,c, Ruizhen Gao 3,d 1 Scientific Research Department, 2College of Civil Engineering, 3College of electrical Engineering Hebei University of Engineering, Handan, Hebei, China a santt88@163.com, bzhongjitao@126.com, chelili0910@163.com, druizhenemail@163.com Keywords: modal analysis; natural frequency; truss; ANSYS; ADAMS Abstract.
H., "Dual-stage servo systems and vibration compensation in computer hard disk drives", Control Engineering Practice , Vol.15 (3), pp.291-305 (2007)
[6] Meo, M., Zumpano, G., "On the optimal sensor placement techniques for a bridge structure", Engineering Structures, Vol.27, pp.1488-1497 (2005)

Compression Performance of Composite Stiffened Panels with Scarfed Holes and Scarfed Bonded Repairs Siqi Li1, a, Zhidong Guan1, b, Hengchang Nie1, c, Zengshan Li1,d and Xia Guo1,e 1School of Aeronautic Science and Engineering, Beihang University,Beijing, 100191, China avivianlisiqi@aliyun.com, bd5062010@163.com, cnhc1991@126.com,d09512@buaa.edu.cn,eguoxiabeihang@163.com Keywords: Scarfed Hole;Scarfed Bonded Repair; Composite Stiffened Panel; Buckling; Strength; Failure Abstract.This paper presents the experiment results conducted on three kinds of composite stiffened panels under compressive static load.
A significant amount of primary structure and most of the service panels of the Airbus and other large civil aircraft are made of composites [2].With an increase usage of composite structures in aerospace, it is necessary to develop reliable and applicable repair techniques.
Lanciotti: Composite Structures Vol. 94 (2012), p.3421-3433 [2] S Mahdi, A.J Kinloch, F.L Matthews and M.A Crisfield: Composites Part B: Engineering Vol 33 (2002), p.343-354 [3] S Mahdi, A.J Kinloch, F.L Matthews and M.A Crisfield: Composites Part B: Engineering Vol 33 (2002), p.355-366 [4] Soutis C. and Hu F.Z: Proceeding of the Institution of Mechanical Engineers, Part G: Journal of Aerospace Engineering Vol 211 (1997), p. 263-271 [5] Chun H.