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Simple Computing Method for Tension Cable in Monolayer Cable Net Curtain Wall Qing nian Yanga, Fu zhou Wangb School of Civil Engineering Nanyang Institute of Technology Nanyang, Henan 473004, China ae-mail: newyear1230@163.com be-mail: hnnywfz@163.com Keywords: monolayer cable net; suspended chain line; algorithm; pre-tension; replacement beam.
To solve this problem, generally the structure engineers iteratively computes by using finite element software to identify the diameter and pre-tension of the tension cable based on the deflection limit and related engineering experiences.
Considering experience difference of engineers and computing cost, frequently a bigger tension cable is selected, so it leads to waste.
The deflection is smaller than the deflection control for 3 equal parts and the results meet the engineering design requirement
Engineering Mechanics, 2006, 23 (12): 149-153 [3] Shen Shi-zhao, Xu Chong-bao, Zhao Chen.

Numerical Research on relationship between displacement and ground overloading of soil nailing with FLAC Jianping Sun1, 2,3,a, Guangbiao Shao1, 2,3,b ,Zongbao Jiang3,c 1School of civil engineering,Shandong Jianzhu University,Jinan,Shandong,250000,China 2 Shandong provincial Key Lab of Appraisal and Retrofitting in building structure of Shandong Jianzhu University,Jinan,Shandong,250000,China 3 Engineering Research Institute of Appraisal and Strengthening of Shandong Jianzhu University,Jinan,Shandong,250000,China ajpsun1@263.net, bsgbou@126.com, cjiangzb1949@163.com Keywords: siol nailing overloading numerical analysis FLAC-3D Abstract.
Based on an engineering example,the FLAC-3D was applied to set up numerical analysis,analyzing the influence of the overloading acting position and the magnitude on the horizontal and vertical displacement of the foundation pit.Some useful conclusion was obtained,which will offer reference to the design and construction of the soil nailing.
General engineering The project of soil nailing was a full-scale in-situ test done by C.K.Shen[3].There is sandy silt and silty clay in the site,in which the water table is located 18.3m below the ground.
Figure 7 Shear strain rate of pit Figure 8 Shear strain rate of pit（q=19kPa） Summary 1) it is feasible to analyze the engineering with FLAC-3D; 2) the horizontal and vertical displacement of the foundation pit is small when the position of the overloading get far away from the edge of excavation pit, the overloading of pit deformation can be ignored when the position far away from a certain distance; 3) when overloading is small, its effect on the deformation of pit can be ignored , but when the overloading is large enough,adverse effects must be considered.
References [1] Technical Specification for Retaining and Protection of Building Foundation Excavations，(China Architecture & Building Press,China 1999) [2] Technical code for excavation engineering(shanghai,China 2010) [3] BoLiu,Yanhui Han:Principle, examples and application guidelines of FLAC (people's communications Press, China 2005) [4] C.K.Shen,S.Bang,K .M.Romstad:Filed Measurements of an Earth Support Systermm, Journal of the Geotechnical Engineering Division,ASCE,1981,107(GT12):1625-1642

Comprehensive Measures should be taken for Exterior window Thermal Insulating Energy-saving Jie Zhang1, Sufen Dong2 The school of architecture & civil engineering, Inner Mongolia University of science and technology, Baotou, Inner Mongolia, 014010, China 1zhangjieav@163.com, 2dongsufen100@163.com Keywords: Exterior window, Window to wall area ratio, Air-tightness, Window curtain, Thermal insulation and energy saving.

Introduction Civil engineering structure, the structure of the curved bar has been widely used, the bending beam, curved arch which belong to the structure of the curved bar.
Report of Shandong Institute of Architectural Engineering, 2001,16 (3) :13-18.9.

Finite-element analysis of buckle propagation in offshore pipelines Lin Yizhou1, a, Xue Jianghong1, b, Tang Mingqiao1,c,* 1Department of Mechanics and Civil Engineering, Jinan University/Key Lab of Disaster Forecast and Control in Engineering, Ministry of Education, Guangzhou 510632, P.
The buckle propagation phenomenon in offshore pipelines is an important subject of ocean engineering.
Engineering structures, 24(8), 1027-1034
Ocean engineering, 28(10), 1383-1392
Engineering Structures, 33(9), 2547-2553

Lean Construction In Civil Engineering And Project Management: Case Study Analysis Of Ut Arlington College Park. 
American Journal Of Civil Engineering, 3(3) (2015) 70-74
KSCE Journal of Civil Engineering, 19(5) (2015) 1193-1202
In Key Engineering Materials.
KSCE Journal of Civil Engineering, 18(7) (2014) 1923-1933

Numerical simulation for fire smoke of subway cross transfer station Wang Feng1,2,a Zhao Yao-hua 1,b 1 College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China 2 College of Civil Engineering and Mechanics, Yanshan University, Qinhuangdao, Hebei, 066004, China a wf-bb@126.com，b yhzhao@bjut.edu.cn Keywords: Subway transfer station, Fire smoke, Numerical simulation Abstract.

The Influence of the Position of Windows on ΔU Value Rastislav Menďan1, a, Monika Pavčeková2, b 1 Department of Building Structures, Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Radlinského 11, 813 68 Bratislava, Slovakia 2 Department of Building Structures, Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Radlinského 11, 813 68 Bratislava, Slovakia a rastislav.mendan@stuba.sk, b monika.pavcekova@stuba.sk Keywords: thermal bridge, window, ΔU value Abstract.

Application of Green Construction Techniques in Public Buildings: A Case of the Medicine Building in Nanjing Pukou Central Hospital Shengju ZHANG1, a, Jian LI1, b, Xingang WANG2, C 1School of Civil Engineering & Architecture, Jiangsu University of Science and Technology, Zhenjiang, Jiangsu, 212003, China 2School of Biology &Chemical Engineering, Jiangsu University of Science and Technology, Zhenjiang, Jiangsu, 212003, China azhangshengjuwxg@163.com, b742626131@qq.com, Chofs@163.com Keyword: Green Building, Construction Techniques, Energy Conservation.
The building is a kind of multi-layered civil construction, the building fireproof is ranked first-level, and the earthquake resistance fortification is crack seven degrees, roofing waterproofing is ranked second-level.

Influence of Boundary and Initial Condition on Durability of Concrete Structures Exposed to Chloride Environment Xingang Zhou1,2,a Fang Zhao2,b 1Department of Civil Engineering, Tsinghua University, Beijing, China 2School of Civil Engineering, Yantai University, Yantai, China aytuzhou@126.com, bnhmzhaofang@126.com Keywords: Durability of concrete, Chloride ingress, Boundary and initial conditions, geometry parameters, Service life time.