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., Advanced Composite Materials in Civil Engineering Structures, American Society of Civil Engineers, New York, 1991
Key Engineering Materials Volume 747 (2017) pp. 77-84
Conf. on Composite Engineering (ICCE/7), Denver, 3–4 (2000)

Time-History Analysis of Seismic Response for the Concrete-Filled Steel Tubular Wind Turbine Tower Based on Finite Element Method Yang Wen1, 2, a, Fei Zhou 2, b 1 Civil &Environmental Engineering School; Beijing University of Science and Technology; Beijing 100083, China 2 The College of Civil Engineering, Inner Mongolia University of Science and Technology, Bao Tou 014010,China awenyangalbert@163.com, bzhoufei510@163.com Keywords: Concrete-Filled Steel Tubular Wind Turbine Tower; Earthquake Wave; Finite Element; Time History Analysis Abstract.
At present, the domestic wind-driven generator research focuses mainly on aerodynamics, mechanical design, control theory, control engineering and other related wind energy transformation machinery manufacturing and control theory, but little for steel tower structures about force, safety and design of itself.
Mechanical Engineering, 2002，24 (9)：2-4.

Proceedings of the Institution of Civil Engineers-Structures and Buildings, 156: 334-335 (2003)
Advances in Structural Engineering, 7: 525-538 (2004)
Composites Part B: Engineering, 41:423-33 (2010)
Computational Modeling, Experimental and Theoretical Study on Bond Behaviors of Hybrid-Bonded FRP Strengthened Concrete Structures, PhD thesis, Department of Civil & Architectural Engineering, City University of Hong Kong (2011).

The Research of Pavement Preventive Maintenance SONG Yang1, a, WEI Lian-yu2, b, Liu Ping3, c 1 School of Civil Engineering, Hebei University of Technology, Tianjin, 300401, China 2 Tianjin Cement Industry Design & Research Institute Co.
,Ltd, Tianjin,300400,China 3 School of Civil Engineering, Hebei University of Technology, Tianjin, 300401, China a 1127967450@qq.com, b wly57@126.com, c 2002lp@163.com Keywords: asphalt pavement, preventive maintenance, best time Abstract: This passage introduced techniques of preventive maintenance that using broad at present, explained the affect factors and principles, and analysis several measures of preventive maintenance and the best time of different conduct of road.
Respectively, the engineering cost is between 60% and 80%, 15% and 20% of the ordinary dense gradation asphalt concrete thickness (4 cm). 3 kinds of curing technology is the first selection of highway surface maintenance technology unless it is wearing layer reconstruction, which is used to repair the road, generate stable surface layer, prevent the pavement rutting and passes on summer, and appear crack and other damage in winter, and can withstand the heavy and large traffic volume.
[2]Xuejun Deng and Dengliang Zhang, Subgrade and pavement engineering [M], Beijing: People’s Communications Press, 2004, 1

Rheological properties of sandy soils TER-MARTIROSYAN Zaven1, a, SOBOLEV Eugene1,b and TER-MARTIROSYAN Armen1,c 1 Moscow State University of Civil Engineering, 26, Yaroslavskoe shosse, Moscow, Russia amgroif@mail.ru, be.s.sobolev@mail.ru, cgic-mgsu@mail.ru Keywords: soil mechanics, stress-strain condition, creep, viscosity, triaxial test.
Viscosity during vibrational loading was determined after 56, 112, 225, 450, 675 and 900 seconds of vibration in accordance with the relationship (4) . (4) where - the shear stresses in this case set at 30·103 Pa; - the rate of vertical deformation, sec-1; defined by formula (5) at a predetermined time . (5) where - increment of vertical deformation during the time ; In engineering practice, we often have to deal with the gradual decay of displacement structures, ie with the damping time of the creep process.
Essential MATHCAD for Engineering, Science, and Math // Moscow.
Civil Engineering, St.

Investigation in Rural Buildings’ Damage Caused by Local Strong Wind in Suihua Hengyan Xie 1,a, Dongdong Chai1,b and Xin Zheng 1,2,c 1 College of Engineering, Heilongjiang Bayi Agricultural University, Daqing 163319, China 2 School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China a xiehy555@163.com, b 592911469@qq.com, c zx07@yahoo.cn Keywords: Local strong wind, masonry-timber structure, enclosure structure, gable.
Numerous collapses of civil houses were investigated.
Zhang: Wind engineering design and calculation manual.
Zhu and W.Yu: Engineering Quality.

Seismic Performance Evaluation of SRC Frames Based on Incremental Dynamic Analysis Qiuwei Wanga, Qingxuan Shib and Jinjie Menc School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China awqw0815@sina.com, bqingxuanshi@sina.com, cmen2009@163.com Keywords: Steel Reinforced Concrete Frame; Incremental Dynamic Analysis; Curve Slope; Seismic Performance Evaluation Abstract.
The SRC structures have been gradually applied to different kinds of civil and industrial buildings at present, and seismic performance evaluation of this structure is becoming a concerned widely problem for engineers.
Because of lacking quantitative relationship between curve slope and stiffness, the decrease amplitude of curve slope for four performance levels are proposed combining with engineering experience and shaking table test, and they are detailed as table1.
Cornell: Earthquake Engineering and Structural Dynamics.

Ileli2 1,2Department of Civil Engineering, University of Benin, Benin City.
GFN is computed as GFN = ∑ (% retained x a multiplier) /∑(% retained ) (1) Consistency Limits Tests: The consistency limits of the clay determined are those defined in geotechnical engineering and are the liquid limit and the plastic limit.
Method of test for civil engineering purposes.
Soil Mechanics and Foundation Engineering.

Analysis on the Expansion of Surface Crack in Asphalt Pavement Peijuan Lu1, 2,a ,Jie Yang1, 2,b,Congbin Huang1, 2,c 1College of Civil and Transportation Engineering, Hohai University, 210098, China; 2Experimental Teaching Center of Water Conservancy Projects, Hohai University, 210098, China abingxuepei@sina.com,bYJ19860103@163.com,ccongbinnj@163.com Key words: Asphalt pavement; Surface crack; Fracture mechanics; Finite element; Stress intensity factor.
The main conclusions include: (1)Due to asphalt pavement being not completely continuous and has drawbacks in actual engineering, with the traffic load, some small cracks will expand and then form surface cracks to damage pavement.
China Civil Engineering Journal,2002
Application of finite element software in road engineering.

Preliminary investigation of influence of special testing on bridge structure durability Chunhua Hu, Qiao Zhu, Xiaozhou Ma, Fang Yu School of civil engineering and architecture, Hubei University of Technology, Wuhan, 430070, China Keywords: Steel corrosion; Concrete carbonization; Thickness of the protective layer; Component quality Abstract.
Zhejiang University (Engineering Science), 2000, 02: 46 -51
Civil construction in academic library (thirteenth volumes)[C], 2010:2
Wuhan University (Engineering Science), 2006, 05: 42-45
Analysis on uncertainty factors of determining strength of concrete by rebound met hod during engineering test[J].