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Firms and government behaviors for sustainable buildings energy-saving Xue Jianhua1, a, Li Huimin2, b 1School of civil engineering, Xi’an University of Architecture and Technology, No.13 in YanTa South Road, Xi’an Shaanxi China 2School of civil engineering, Xi’an University of Architecture and Technology, No.13 in YanTa South Road, Xi’an Shaanxi China axuejianhua6810@sohu.com, bliudan7622@163.com Keywords: Bulidings energy-saving; Sustainable development; Government behaviors; Transparadox Abstract: Both firms and government characterized dual and simultaneous behaviors about sustainable buildings energy-saving.

Theoretical study on axial capacity of CFRP reinforced self-stressing concrete filled steel tubes Hui Lia, Jun Dengb and Junhong Linc 1 Faculty of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China a349021616@qq.com, bjdeng@gdut.edu.cn, clinjh1012@163.com Keywords: Self-stressing, Concrete filled steel tube, CFRP, Axial capacity, Reinforcement Abstract.
In Civil Engineering, Carbon Fiber Reinforced Polymers (CFRP) has mainly been used to repair and to upgrade reinforced existing structures.

Analysis on the Space Characteristics of Shanxi Private Gardens in Ming and Qing Dynasties Yi Liang1,a,Jing Gao2,b 1 College of Architecture and Civil Engineering, Taiyuan University of Technology, Taiyuan, Shanxi, 030024, China 2 College of Architecture and Civil Engineering, Taiyuan University of Technology, Taiyuan, Shanxi, 030024, China a 576771662@qq.com, bjane2768@126.com Keywords: Shanxi Private Garden, Ming and Qing Dynasties, Garden, Space Characteristics Abstract.

Numerical simulation of non-contoured aerial cable tension Zha Wang 1,a, Ji Yao 2, b and Sun Peng 3,c 1 Electric Power Research Institute of Yunnan Power Grid, Kunming 650500, China; 2 College of Civil and Architectural Engineering, Kunming University of Science and technology,Kunming 650500, China a372360865@qq.com.cn, b105434620@qq.com.cn, cynsp@163.com.cn Keywords: non-contoured; aerial cable; geometric nonlinearity; form-finding analysis; Abstract: Since the cable structure has the characteristics that its initial form and initial prestressing are interacted unknown values, the FEM software ANSYS was used in this paper, based on the nonlinear finite element theory, the form-finding analysis steps for aerial cable was established.
Xiao: ANSYS Civil Engineering Applications, China Water Power Press, Beijing (2005)

Modulus back-calculation based on FWD dynamic deflection basin for Semi-rigid Base Asphalt Pavement Chuanyi Zhuang 1, a, Yali Ye 1,b 1School of Civil Engineering, Shandong Jiaotong University, Jinan, China ajcc1717@sina.com, byeyali303@126.com Keyword: asphalt pavement, semi-rigid base, Falling Weight Deflectometer, back-calculated modulus Abstract.To study semi-rigid base asphalt pavement response characteristics, two structural APT test roads of cement stabilized aggregate and lime fly-ash stabilized aggregate were constructed, and accelerated loading test was developed.
Introduction APT test road pavement is constructed in Shandong Jiaotong University School of Civil Engineering Laboratory, and the pavement structure is divided into cement stabilized macadam and ash stabilized macadam two types, APT test road length 10m, width 4m, subgrade soil following is unlimited deep, structural test road layout as shown in Table 1.

Influences of Concrete Creep and Temperature Deformation on Vehilce Travelling across Bridge Xiaoping Wang School of Civil Engineering,Southwest Jiaotong University,Chengdu,Sichuan,610031,China wxp2043@163.com Keywords: Continuous beam-arch combination bridge; Vehicle-bridge dynamic analysis; Creep; Temperature deformation; Track irregularity Abstract.
Engineering situation The layout drawing of a （90+180+90）m continuous beam-arch combination bridge is shown as Fig.1.
Fig.1 Layout of the whole bridge Fig.2 Dynamic model of train-track-bridge system Irregularity conditions considering creep and temperature deformation The bridge’s deformation caused by creep is computed by MIDAS CIVIL at the condition of creep ultimate days being 13000 days.

Frame Structure the Design of Stair Analysis Yubing Wang1,a,Fu Ma2,b 1Department of Civil Engineering, Taiyuan University of Technology, Yingzexi Street, Taiyuan, 030024, China a 329962327@qq.com Keywords: Frame structure; Stair design; Integral structure; Sliding connection Abstract.
Stair is building vertical transport facilities, mainly responsible for people evacuation, in meet the earthquake and fire, is an important channel to escape, no matter in public construction or civil building is the most weak place, so the reasonable design of stair for normal use and sudden the happening of the circumstance have a vital role.
Stair design problem Judging whether to need to pay attention to the design of the floor, requires the designer has the rich experience and the actual engineering judgment.

Arup, a leading authority in structural engineering, in his speech in British Engineers Association in 1983," … … I can truly say that people nearly are able to do everything what they want to achieve.
Based on the local conditions, rational expression of technology requires that the form of the building should match with the natural and civil surroundings; the styles inside and outside the building should match well, too.
No matter for natural environment or for civil structure, artificial sports building is non-associated scale factor with no doubt.

Mechanical behavior of Concrete Subjected to Impact Loading Haifeng LIU 1, a, Jianguo NING 2,b 1 Department of Civil and Hydraulic Engineering, Ningxia University, Yinchuan750021, China, 2State Key Laboratory of Explosion Science and Technology, Beijing Institute of Technology, Beijing100081, China a liuhaifeng1557@163.com, bjgning@bit.edu.cn Keywords: concrete; mechanical behavior; impact loading; split Hopkinson pressure bar (SHPB).
Introduction As one of main structural and engineering materials, concrete has been widely used in civil and industry construction.

The Characteristics and Sustainable Development of Ancient Villages Located in the Northeast of Jiangxi Province ——Experiences from the Panxi Village, Jingdezhen City, Jiangxi Province, China Zhiyong Nie1, a, Qiquan Chen2,b 1 School of Civil Engineering and Architecture, Nanchang University, Nanchang, Jiangxi 330031, China 2 School of Civil Engineering and Architecture, Nanchang University, Nanchang, Jiangxi 330031, China a349887278@qq.com, b1476398169@qq.com Keywords: Ancient Villages; Panxi Village; Sustainable development; Northeast of Jiangxi Province.