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Characteristics of the mean wind speed based on field measurement at Aizhai bridge gorge Hongxin Sun, Tao Yu, Xiuyong Wang School of Civil Engineering, Hunan University of Science and Technology, Xiangtan Hunan 411201, China cehxsun@gmail.com Keywords: The mean wind speed; wind rose; surface roughness coefficients; field measurement.
[3] LI Yongle and CAI Xiantang: CHINA CIVIL ENGINEER JOURANL Vol. 44, No.2 (2011)

Testing and Simulation Analysis on the Settlement of geosynthetic-reinforced pile-supported embankments on Soft Ground for the High Speed Railway Alan Jiang1, a, Meixia Wang2,b 1School of Civil and Safety Engineering, Dalian Jiaotong University, Dalian, 116028, P.R.China 2School of Civil and Safety Engineering, Dalian Jiaotong University, Dalian, 116028, P.R.China ajiangalan@163.com, bwangmeixia319@163.com Keywords: Settlement, geosynthetic-reinforced Pile-supported Embankment, Cement Stabilized Embankment Fill, Soft Ground, High Speed Railway, FLAC3D.

Resonance characteristics of stay cables under parametric excitation Shuai Luo1, a, Quansheng Yan1, b, Hongjun Liu2, c 1School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, P.
Frontiers of Architecture and Civil Engineering in China.

Finite Element Analysis on FRP Retrofitted RC Frame Structure Progressive Collapse Performance Liulei Shen 1, a, Qigao Hu 1, b and Fanzhen Zhang 1, c 1 Department of Civil Engineering, Basic Education School of Commanding Officer, National University of Defense Technology, Changsha, Hunan, 410073,China ashenliulei@126.com, b13308492472@189.cn, czhangfanzhen7@163.cn Keywords: Reinforced Concrete Frame Structure; Progressive Collapse; Fiber Reinforced Polymer; Retrofit; Finite Element Analysis Abstract.
References [1] Lieping Ye, Peng Feng: China Civil Engineering Journal.

On-site Experimental Testing to Study the Vibration of Composite Floors Cristian Lucian Ghindea1, a, Dan Cretu1,b, Monica Popescu1, c, Radu Cruciat1, d, Elena Tulei1,e 1Technical University of Civil Engineering Bucharest, Department of Strength of Materials, Bridges and Tunnels, Blvd.
Aligning ourselves to specific international standards, based on well-known principles of structural dynamics, we conducted our own methodology for the dynamic testing of composite floors in the Strength of Materials Laboratory from the Technical University of Civil Engineering of Bucharest.

Calculation and Analysis of Temperature Stress for Large-span Steel Structure Dai Sujuan1,a ,Lv Cun2,b,Chen Qing3,c 1 Key Laboratory of civil engineering disaster in Shandong province (Shandong University of science and technology) Qingdao, Shandong 266590 2 Key Laboratory of civil engineering disaster in Shandong province (Shandong University of science and technology) Qingdao, Shandong 266590 3Lushang Property Co.

[4] Yang Xiaoming: Research on performance monitoring system and damage identification method for civil engineering structures.
A piezoelectric smart aggregate for health monitoring in civil engineering.

Many researchers have devoted to this field at home and abroad, but a lot of analyses and conclusions are obtained on the stipulation of automobile loads for highway pavement, which limits their applications in airport pavement engineering.
Acknowledgement It is a civil aviation science & technology project: Asphalt overlay engineering technology research for airport runway pavements under complicated conditions(2007), which is supported by CAAC (Civil Aviation Administration of China).

Study on influence factors of underground joint rock cavern displacement Zhen Wang1, a, Chun Han2,b 1 School of Civil and Hydraulic Engineering, Shandong University, Jinan 250061, China 2 School of Civil and Hydraulic Engineering, Shandong University, Jinan 250061, China awangzhenwoshi@163.com, bhcshanda@163.com Keywords: joint rock cavern; buried depth; excavation; numerical simulation; the lateral pressure coefficient; displacement response Abstract.
Underground engineering construction is much more complex relative to the ground buildings.
Factors that affecting the stability of underground engineering excavation is difficult to be controlled.
Especially for the engineering[1-2] that contains too much complex structural plane.
Paithankar: Engineering Geology Vol. 37 (1994), p. 247-262

Chi Kit Au (Mechanical Engineering) Dr.
James Carson (Chemical and Biological Engineering) Professor Yifan Chen (Electronic Engineering) Dr.
Michael Cree (Electronic Engineering) Professor Mark Dyer (Civil Engineering) Professor Mike Duke (Mechanical Engineering) Dr.
Graeme Glasgow (Environmental Engineering) Associate Professor Nihal Kularatna (Electronic Engineering) Professor Ilanko (Mechanical Engineering) Dr.
Mark Lay (Environmental Engineering) Dr.