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Based on the on-line monitoring tests, the potential advantages and disadvantages of optical-fiber method using for engineering structures were summarized.
Optical Fiber Method in Application The application of the fiber optic sensor has a large number of used in civil building construction [4], chemical industry, water conservancy and other engineering field.
Application and Prospect of Fiber Optic Monitoring Technology in Civil Engineering.
Journal of Disaster Prevention and Mitigation Engineering. 2008.28(4):436-453 [7] Bin Wu, Dongsheng Cai, Lijun Hang．Development of pipeline leakage detection software based on LabVIEW platform．Chinese Journal of Scientific Instrument. 2008.29(10):2096-2099 [8] Shuchun Cheng，Yanping Zhang.

Influence of the Steel Channel Shaped Shear Connectors on the Stability of the Simply Supported Steel Bridge Without the Intermediate Bracing Systems in the Construction Stage Khai Van NGUYEN2,3,a, Nghia Dai VAN2,3,b, Tuong-Khanh Van VO2,3,c, Rin Anh NGUYEN2,3,d, Phuc Gia NGUYEN2,3,e, Chu-An Le HUYNH2,3,f and Thi Ngoc HUYNH1,3,g* 1Department of Bridge and Highway Engineering, Faculty of Civil Engineering, Ho Chi Minh City University of Technology, 268 Ly Thuong Kiet Street, Dictrict 10, Ho Chi Minh City, Vietnam 2Faculty of Civil Engineering, Ho Chi Minh City University of Technology, 268 Ly Thuong Kiet Street, District 10, Ho Chi Minh City, Vietnam 3Vietnam National University Ho Chi Minh City, Linh Trung Ward, Thu Duc District, Ho Chi Minh City, Vietnam anguyenvankhaivn01@gmail.com, bvandainghia1998@gmail.com, cvovantuongkhanh@gmail.com, danhrinnguyen96@gmail.com, ephucs.documents@gmail.com, fchuan18081998@gmail.com, g*huynhngocthi@hcmut.edu.vn Keywords: Intermediate bracing
The models are simulated by Midas/Civil software that bases on FEM.
Fig. 5 The simulated steel bridge structure by Midas/Civil Results and Discussion The factors affecting the stability of the bridge structure without IBS.
[6] MIDAS Information Technology Co., Ltd, Analysis for civil structures, Linear buckling analysis, Korea, pp. 163-180
[14] Nippon Steel and Sumikin Engineering Co., Ltd, Bridge Technology for Speedy Construction Low Price and High Quality.

By 2009, we have already had 166 civil airports, of which more than 90% are medium and small ones and most of them had loss in business operation.
In Chinese [2] Yu Guijie: Research on Airline Travel Demand in the process of Airlines Decision-making (Civil Aviation University of China, Tianjin 2007).
In Chinese [3] Sun Hong, Shi Hongshen: Research on the Predicting Model of Air Route Demand, volume 4 of Journal of Civil Aviation University of China, (2004), p.38-43.
In Chinese [5] Center of Aviation Safety Technology of Civil Aviation Administration of China: Air Passenger Constitute Analysis Report in 2007, volume 3 of China Civil Aviation, (2008), p. 47-48.
In Chinese [6] Yao Ying, Ou Guoli: Urban Economic Contact Based on Transportation Improvement: A Case of Yangtze River Delta Region, volume 1 of Journal of Transportation Systems Engineering and Information Technology, (2009), p.156-160.

., Jinan，250021 2School of Civil and Traffic Engineering, BUCEA, Beijing, 100044 3 Department of Civil Engineering，Shandong Jiaotong University，Jinan，250357 a85934491@qq.com, bsdzblijin@163.com, czhouhti@163.com, dzhangqi568123@126.com Keywords: negative friction, collapse loess, proper pile length, superposition method.
Practical application shows that the method is effective and can be referenced in engineering practice. 1.
Due to the unreasonable parameters of pile foundation design theory in the loess area, the embedment depth of pile is too long or too short, which will produces unnecessary waste and engineering hidden dangers.
Forest Engineering, 2002, （4）30－34 (In Chinese) [4] Xiaonan Gong.
Chinese Journal of Geotechnical Engineering，1995，17（3）: 53-59 (In Chinese) [8]Fuquan Chen, Xiaonan Gong, Shidong Ma.

On the Relationship between Deteriorated Level of ASR Damaged Concrete and Lithium Migration from Acceleration Lithium Migration Technique Test WeiChien Wang 1, a, ChihChien Liu 2, b, Chau Lee 3, c 1 Department of Civil Engineering, Chung Yuon Christian University, ChungLi 32001, Taiwan, R.O.C. 2 Department of Civil Engineering, ROC Military Academy, Fengshan 83059, Taiwan, R.O.C. 3 Department of Civil Engineering, National Central University, ChungLi 32001, Taiwan, R.O.C.
Chen, Element Study Using Electrochemical Technique to Inhibit ASR (Graduate Institute of Civil Engeneering, National Central University, ChungLi 1999) (in Chinese)

Brandt, Fibre reinforced cement-based (FRC) composites after over 40 years of development in building and civil engineering, Composite Structures, vol. 86 (2008), p. 3-9
Li, Effect of fiber reinforcement on the response of structural members, Engineering Fracture Mechanics, vol. 74, (2007), p. 258-272
Marčiukaitis, Linear and Non-linear Creep models for a multi-layered concrete composite, Archives of Civil and Mechanical Engineering, vol. 13, Issue 4, (2013), p. 472-490
Korjakins, Ultra high performance concrete hardening under pressure, in Proc. of the International Scientific Conference “Civil Engineering’11” of Latvia University of Agriculture, May 12-13, Jelgava, Latvia (2011), p.38-43
Korjakins, Experimental study on creep of new concrete mixtures, in: Proc. of the International Scientific Conference „Civil Engineering’11” of Latvia University of Agriculture, May 12-13, Jelgava (2011), p. 20-26

International Journal of Civil Engineering and Technology, 5(12), 219-225
Master of Civil Engineering Thesis, Faculty of Civil and Environmental Engineering, University Tun Hussein Onn Malaysia, 2011
International Journal of Civil and Environmental Engineering, 2(4), 179-184
Minerals Engineering, 23, 1146–1151
Minerals Engineering, 22, 1073-1078

Development of Graphical Method of Pile Group Foundation Design NOEGROHO Djarwanti1,a, RADEN Harya Dananjaya2,b, FAUZIA Prasetyaningrum3,c 1) & 2) Lecturer, Civil Engineering Department, Universitas Sebelas Maret, Indonesia 3) Undergraduate Student, Civil Engineering Department, Universitas Sebelas Maret, Indonesia aCorresponding author: noegroho_dj@yahoo.com, bdananjaya.harya@staff.uns.ac.id, cuziwardhani@gmail.com Keywords: pile group efficiency, pile group capacity, graphical method design, foundation engineering Abstract.
Das, Principle of Foundation Engineering, Third.
Fang, Foundation Engineering Handbook.

Therefore, to avoid the associated failure mechanism caused by infill walls, lightweight masonry materials are suggested to be used in actual engineering.
Autoclaved bricks can also make the stirrups yield, while aerated concrete blocks take the minimum influences on the frames, so in the actual engineering, lightweight masonry materials are suggested to be used in actual engineering.
References [1] Civil and structural groups of Tsinghua University, Xinan Jiaotong University and Beijing Jiaotong University: Analysis on building seismic damage in Wenchuan earthquake.
China Civil Engineering Journal, Vol.5(2013), p.71-77
Mehrabi: Constitutive models for nonlinear finite element analysis of masonry prisms and infill walls.Engineer Research and Development Center Champaign IL Construction Engineering Research LAB(2008).

Handan 056001, China 2College of Civil Engineering, Hebei University of Engineering, Handan 056038, China achenjf2014@126.com, bhythelucky@163.com, cwang@126.com, dhuigengdong111@163.com Keywords: Controlled Permeable Formwork Lining; concrete moisture curing; comprehensive utilization Abstract: Controlled Permeable Formwork Lining (CPFL) has particular water-storaging capacity, the mixing water remained in the CPFL can provide moisture curing for the surface layer concrete for a period time.
Now, it had been used in many important civil ocean engineering, such as Zhoushan Islands Link Project and Hangzhou Bay Sea-Crossing Bridge, and the effect is satisfactory.
(2) After using CPFL, the engineering cost was reduced.
Fu: Port & Waterway Engineering Vol. 10 (2004), p. 36-39 [2] J.
Wang: Port & Waterway Engineering Vol. 9 (2009), p. 43-45 [4] B.