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Introduction Interaction of buildings and soil is an important research topic in civil and geotechnical engineering.
Journal of the Soil Mechanics and Foundations Division, American Society of Civil Engineering, 1971, 97 (SM12): 1 657－1 672
Journal of Geotechnical Engineering, American Society of Civil Engineering,1985, 111(6): 793－815
Journal of Geotechnical Engineering, 2004, 26 (1): 21－25.
Journal of Geotechnical Engineering. 2004, 26(2):254－258.

Elbeltagi: EVOSITE: Evolution-based model for site layout planning, Journal of Computing in Civil Engineering, Volume 13 (1999), p. 198-206
Duckstein: Fuzzy rule-based modeling with applications to geophysical, (biological and engineering systems, CRC press, USA, 1995) [10] H.
Hegazy: A Hybrid AI-based system for site layout planning in construction site, Computer-aided Civil and Infrastructure Engineering, Volume 16 (2001), p. 79-93.

Xing1,b 1Shenzhen Durability Center for Civil Engineering, College of Civil Engineering, Shenzhen University, P.
Z. (2006), Surface Modification of Lightweight Aggregate and Properties of the Lightweight Aggregate Concrete, Fracture of Nano and Engineering Materials and Structures (Proceedings of the 16th European Conference of Fracture, Alexandroupolis, Greece, July 3–7, 2006), Springer Netherlands, 309-310.

Finite Element Analysis on Contact Surface Slip of Profiled Steel Sheet and Composite Slab Li Liu 1,a Fang Wang 1,b Kai Wang 2,c 1 School of Civil Engineering Shenyang Jianzhu University Shenyang 110168 2Shandong Plan Design Co.LTD Yantai 264000 aliuli1219@sina.com,b464727389@qq.com,ccelliu@sjzu.edu.cn Keywords: prestress: profiled steel sheet; composite slab; finite element analysis; slip Abstract.
Technology and Engineering Application for Externally Prestressed Structure [M] .2008:6-9. .
ANSYS Civil Engineering Application Examples[M].

Experimental investigation of large eccentrically compressed reinforced concrete column consolidated with FRP sheets Guangling GUO Key Research Lab for Concrete Structure , Dept. of Civil Engineering, Shaanxi University of Technology, Hanzhong, Shaanxi 723003, China ggl750320@126.com Keywords: Fiber Sheet；Strengthen； Eccentrically Compressed Reinforced Concrete Column; The bearing capacity; ductility Abstract：According to the experiment of 11 eccentrically compressed reinforced concrete columns and 1 comparative column under the monotonic loading, the bearing capacity，ductility，and the destruction mode of the columns before and after their consolidation have been compared and analyzed．The experimental results illustrates that external coherence of FRP could effectively enhance their bearing capacity and the improvements have relation to many aspects, such as the number of fiber layers, the category of fiber, approaches of how fiber sheet paste, the width of FRP and consolidation
In the paper, pasted FRP reinforced concrete columns have been studied, the effects of reinforcement methods on eccentrically compressed columns in pre-post consolidation such as the bearing capacity, ductility, crack and destruction modes and other aspects have been compared and analyzed, and a theoretical calculation has been proposed for the corresponding engineering applications.
[4] Shuangyin Cao, Denghu Jing, Ning Sun:China Civil Engineering Journal,V01.39(2006),p26(in chinese)

Dynamic Elasto-Plastic Analysis on the Steel Arch Truss under Earthquake Action Haiwang Li1,a, Caihong Guo 1,b and Jing Liu 1,c 1Department of Civil Engineering, Taiyuan University of Technology 79, Yingzexi Street, Taiyuan, 030024, China alhwtut@126.com, bguocaihong0503@126.com, ccimeng2005@163.com Keywords: Steel arch truss, Dynamic response, Plastic hinge, Time history analysis Abstract.
Introduction Steel tube arch trusses are widely applied in practical engineering and the large span buildings with them are required to be used as earthquake refugee shelters[1].
(In Chinese) [3] Golden Civil Engineering Software Technology Company in Beijing and China Building Standard Design & Research Institute: SAP2000 Chinese Guide (People's Traffic Press, China 2006) p.473.

Introduction Although China has build a number of high-strength steel tower structural engineering, but in such structure the tower main leg using Q460 or higher strength steel, which of the stability test and theoretical analysis are still insufficient, but also there is no dedicated design of such high strength steel member design methods [1-2].
[4] ASCE 10-1997: Design of latticed steel transmission structures (American Society of Civil Engineers, New York 1997)
[7] CAO Xianlei, HAO Jiping, ZHANG Tianguang, et al.: submitted to Journal of Civil, Architectural & Environmental Engineering (2009).

Static Modulus of Elasticity of Concrete REITERMAN Pavel1, a * 1Experimental Cetre, Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7/2077, Prague 6, 166 29, Czech Republic apavel.reiterman@fsv.cvut.cz Keywords: Modulus of elasticity, estimation, compressive strength of concrete.
Rehacek, 2013, Test and technological influences on modulus of elasticity of concrete – Recapitulation, Procedia Engineering, Vol. 65, pp. 266-272
Tue, Empirical Models for Modulus of Elasticity of HSC Considering the Effect of In Situ Curing Conditions, Journal of materials in civil engineering 26(8) (2014)

Research on Mechanical Operation with Sequencing Optimization of Arrival Aircraft in Terminal Area Yong Liao1,a and Na Zhai 2,b 1 College of air traffic management, civil aviation flight university of China, guanghan 618307, China 2 Sichuan expressway company limited, Chengdu 610041, China a174446369@qq.com, b 46257038@qq.com Keywords: sequencing optimization; terminal area; air traffic control Abstract.
Different separation minima exists between different category of aircrafts, which is recommended by the International Civil Aviation Organization (ICAO) as follows.
Science Technology and Engineering, 2009(10): 2828-2831
Science Technology and Engineering,2007(11):136-140
Computer Engineering, 2004 (10): 160-162.

Application of Genetic Arithmetic and Support Vector Machine in Prediction of Compression Index of Clay Xuchao Shi a and Yingfei Guo b School of Civil Engineering, Henan University of Technology, Zhengzhou 450001, China a haut2007@163.com, bzzwhhd@163.com Keyword: support vector machine; deformation; prediction; genetic algorithm; model.
Introduction As clay is highly compressible and produces much settlement, compression index (Cc) is an important parameter to determine the settlement of clay, therefore, the determination of Cc of clay is an imperative task in civil engineering [1].
By training and testing for the input sample, the model has good discriminate function, and can be used in practical engineering.