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Journal of Geotechnical and Geoenvironmental Engineering, 2007, 133(4): 381–392 [2] Houston, S.
Microcomputer of Civil Engineering, 1987, 2(3): 207–222 [3] Joseph Wartman, Jonathan D.
Journal of Geotechnical and Geoenvironmental Engineering, 2003, 129(8): 673-684 [4] Lin, J.
Engineering, 1986, 112(1): 44–59 [5] Kramer, S.
Hydrogeology and Engineering Geology, 2008,(4): 1-6 ( In Chinese) [7] CuiPeng, WeiFangqiang, HeSiming, etal.

Risk Assessment of Ergonomic Risk Factors at Construction Sites Zahra Jabbarani Torghabeha, Seyyed Shahab Hosseinianb Aziruddin Ressangc Department of Structure and Materials, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81300 Skudai, Johor, Malaysia ajtzahra2@live.utm.my, bshseyyed2@live.utm.my, caziruddin@utm.my Keywords: Musculoskeletal Disorders, Ergonomic Risk Factors, Frequency, Severity, Risk Assessment Abstract.
Journal of Procedia Engineering,Vol. 20 (2011), p.89
Journal of Construction Engineering and Management, Vol. 132 (2006) No.2, p.197
M., Risk Analysis in Engineering and Economics. 2003, Chapman & Hall/ CRC, University of Maryland at College Park
Journal of Construction Engineering and Management, Vol. 135 (2009) No.4, p.267.

Study and Application On Computational Methods For Ultimate Bearing Capacity Of Single Pile Zeliang Yao1, a, Zhen Jian2,b and Guoliang Bai1,c 1 School of Civil Engineering, Xi'an University of Architecture & Technology, China 2 School of Water Resources & Hydroelectric Engineering, Xi'an University of Technology, China a yaozeliang@sina.com, bjianzhen@sina.com, cguoliangbai@126.com Keywords: ultimate bearing capacity, single pile, computational method, contact element, linear recursive multi-analysis.
So the pile foundation holds the balance in the domain of foundation engineering.
So it is urgent to simplify the computational process on the new numerical simulation methods in the domain of foundation engineering [5].
Engineering field is flat.
[3] Zeliang YAO, Zhen JIAN: Multianalysis on computational methods of vertical ultimate bearing capacity of a single pile, edited by Journal of Engineering Mechanics (2003), 8(sup.): 268-272

Fragility Analysis Method for Vertically Irregular Reinforced Concrete Frame Structures Jinjie Men 1, a, Qi Zhou 1, b and Qingxuan Shi 1, c 1 College of Civil Engineering, Xian University of Architecture and Technology, Xian, China a email: men2009@163.com, bemail: zhoudunfu@163.com, cemail: shiqx@xauat.edu.cn Keywords: fragility analysis; vertically irregular structure; seismic performance evaluation Abstract.
And in China existing design code and practical engineering, capacity probability of structures is commonly assumed to obey the logarithm normal distribution.
It is known from probability theories and reliability theories for engineering structures that when capacity probability cθ and seismic response dθ are both obey logarithm normal distribution, the average value Zµ and standard deviation Zσ of random variable Z can be expressed as follows: d c Z θ θ µµµ ln ln −=
Then 40 strong earthquake motion records are selected from Strong Motion Database set up by Pacific Earthquake Engineering Research Center (http://peer.berkeley.edu).
Pinto: Seismic fragility analysis of structural systems, Journal of Engineering Mechanics, ASCE, Vol. 132, No.4 (2006), p.385-395 [4] Vision 2000: Performance Based Seismic Engineering of Buildings, Structural Engineering Association of California, Vision 2000 Committee, California (1995) [5] FEMA 273: NEHRP Commentary on the Guidelines for the Rehabilitation of Buildings, Federal Emergency management Agency, Washington, D.C.

The application of finite element analysis in Rubber bladder forming and springback compensation Guangjun Li 1,a, Shunyao Jin2,b, Sheng Yuan 1,c Zongke Shao 2,d, Xudong Xu 1,e, Zhongguo Huang 2,f 1 Manufacture Engineering Department , Chengdu Aircraft Industrial (Group) Co., Ltd.
Chengdu 610092, China 2 School of Mechanical Engineering, University of Science and Technology Beijing 100083, China algjwcl@sina.com, bjsy_white@126.com, cys_1225@sina.com dshaozongke@126.com, exuxudong@vip.163.com, fzghuang@vip.163.com Keywords: Rubber bladder forming, finite element analysis, springback compensation, application.
Introduction In order to meet the needs of modern military and civil aircraft development in Sichuan faster, shorter cycle, making higher precision requirements, Virtual computer digital design and manufacturing is the development trend of the aircraft manufacturing industry.
Along with the progress of computer technology, the finite element analysis technology is close to the goal of "when big engineering" or even"2 hours engineering ", finite element of sheet metal forming technology has begun to enter the field of industrial field, and become the indispensable link of manufacture field.
(In Chinese) [2] Wang Shuheng, Sun Jining, Wang Wei, et al: Die compensation for sheet metal forming process using PAM-STAMP 2G., Journal of Plasticity Engineering, Vol.14 (2006)No.6, pp.92-95

Experimental Study of Environment-Friendly Underwater Structure-Submerged Floating Tunnel Bolin Jiang1,2,a*, Bo Liang2,b, Sarmad Shakel3,c 1Chongqing Vocational Institute of Engineering, Chongqing 402260, China 2School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China 3Department of Structural Engineering,University of Naples Federico II,Naples 80125, Italy abolinjiang@cqvie.edu.cn, bliangls@126.com, csarmadshakel@hotmail.com Keywords: experimental study; underwater structure; submerged floating tunnel (SFT); wave and current load; test tank.
Ocean Systems Engineering, 2015(5), 2:109-123
Science Technology and Engineering, 2018, 18(10): 156-160
Railway Engineering, 2018, 58(8): 75-78
Ocean Engineering,2018, 166:290-301.

Dynamic Behavior of Pile Foundation in Frozen and Thawing Soil Hao Li1, a, Wei-Nan Lu1, b 1 School of Civil Engineering, Beijing Jiaotong University, Beijing 100044 aEmail:08231134@bjtu.edu.cn, b10115253@bjtu.edu.cn KEYWORDS: Frozen Soil, Pile Foundation, Vertical Cyclic Load, Dynamic Stiffness, Damping, Numerical Simulation Abstract.
Hence seismic resistance of engineering in permafrost regions is an important practical problem.
Journal of Structural Engineering, 2006, 132(11), 1745-1754
Engineering Structures, 2010, 32(4), 933-943
Chinese Journal of Geotechnical Engineering,2006,28 (1):48-55

Study on the Safety of Bridge Structure Yu Zhang1, Yudong Wang1 1 Civil Engineering, Northeastern University, Shenyang, Liaoning, 110004 China 1711311238@qq.com Key words: Bridge; Structure; Comparison; Foreign; Abstract.YangMingTan bridge is the longest and super large span river's bridge located on the north area of ChangJiang river in China .That is used on November 6,2011 which span from its north area of the intersection of the third road and ShiMao road.
Accident road sections located in the Third Ring Road Qunli viaduct project, as a separate construction project, belong to two engineering construction projects and Yang Ming Tan Bridge.
A.The China Transportation 2nd Air Bureau B.13 Bureau Group, China Railway Construction Company C.Long Jian Road and Bridge D.Construction unit of China Fujian Transportation Group Engineering Railway Bridge Engineering Bureau Group.
Supporting ease engineering.
I had the honor in 2010, had the privilege of this project internship, and have a basic understanding of the engineering segment.

Experimental Study of the Accumulation Dynamic Residual Strain of Ice under Rail Traffic Loading Zhan-yuan Zhu1, 3,a,*, Shi-jun Chen2 , Qiong-lin Li2,3, Li-na Wang2,3 and Feng Zhang2,3 1 Urban and Rural Construction College, Sichuan Agricultural University, Dujiangyan, Sichuan, 611830, China 2 School of Civil Engineering, Harbin Institute of Technology, Harbin, Heilongjiang, 150090, China 3 State Key Laboratory of Frozen Soil Engineering，CAREERI, CAS, Lanzhou, Gansu，730000, China a zhuzyuan910@163.com Key words: Ice, dynamic strain rate, dynamic tri-axial test at low temperature, rail traffic loading, axial step cyclic loading Abstract.
An engineering theory of creep of frozen soils [J].
Chinese Journal of Geotechnical Engineering, 2007, 29(10): 1472-1476.
Soil Dynamics and Earthquake Engineering, 2012, 32(1):1-14 [13] CHENG Guo-dong, YANG Cheng- song.
Mechanics and Engineering, 2006, 28(3): 1-8.

Influence of rail cant on wheel-rail contact relationship and dynamic performance in curves for heavy haul railway Wang Pu1,a, Gao Liang1,b, Hou Bo-Wen1,c 1School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China a11115320@bjtu.edu.cn, blgao@bjtu.edu.cn, c08121732@bjtu.edu.cn Keywords: heavy haul railway, rail cant, wheel-rail contact relationship, dynamic performance, wear, train-track coupling dynamics Abstract.
Journal of Mechanical Engineering, 2009, 45(5): 39-44.
New York: American Society of Mechanical Engineers, 2009: 473-480
Chinese Journal of Mechanical Engineering, 2008, 44(3): 64-69.
Railway Engineering, 2010, (5): 108-110.