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Experimental Study on the Flexural Behavior of SRHSHPC Beam Shan-suo Zheng1,a, Shuai-shuai Zhu 1,b, Pi-ji Hou1,c and Shun-li Che1,d 1School of Civil Engineering, Xi'an University of Architecture and Technology, Xi’an, Shanxi, China azhengshansuo@263.net, bzhushuai0519@163.com, choupiji@163.com, dcheshunli@126.com Keywords: SRHSHPC beam, flexural behavior, flexural splitting failure, flange width ratio Abstract.
Research result will provide a theoretical basis for the establishment of related calculation theory and engineering application of SRHSHPC beam.
Research result will provide a theoretical basis for the establishment of related calculation theory and engineering application of SRHSHPC beam.
(in Chinese) [2] Shao-quan Li, Zhen-ping Shan: J. of Civil Engineering Journal, 2004, 37(7), p. 1-5.

The Effects of Carbonation on Damping Capacity of Reinforced Concrete Materials Tiejun Liu1, A, Lili Sui2,B And Dujian Zou1,C 1Shenzhen Graduate School of Harbin Institute of Technology, Shenzhen, Guangdong 518055, P.R.China 2College of Architecture and Civil Engineering of Shenzhen University, Shenzhen, Guangdong 518060, P.R.China aliutiejun@hit.edu.cn, bsuill8969@163.com, czoudujian@163.com Keywords: Concrete; Carbonation-Induced Corrosion; Damping Ratio; Loss Tangent Abstract.
It is indicated that the effects of carbonation-induced corrosion on the damping capacity for engineering materials and structures are absolutely essential.
Acknowledgments The authors would like to thank the National Nature Science Foundation of China (Grant NO. 50878070,50938001) , Shenzhen Durability Center for Civil Engineering (Grant NO.
Engineering Structures, Volume 30, Issue 12, December 2008, pp. 3497-3504

Bond Behaviour of Concrete Block Including Steel Mesh of Various Rib Pattern and Bar Size Jian Yang1,a, Qiang Du2, b, Yiwang Bao3,c 1School of Civil Engineering, University of Birmingham, Edgbaston, Birmingham, B15 2TT, UK 2 School of Civil Engineering, Chang’an University, Xi’an, 710061, PR China 3State Key Laboratory of Green Building Materials, China Building Materials Academy, Beijing 100024, PR China aj.yang.3@bham.ac.uk, b q.du2000@gmail.com, cbyw@ctc.ac.cn Keywords: Bond strength; Concrete block; Steel mesh Abstract.
Civil Engineers: Structures and Buildings. 94 (1992), p. 93-102

Investigation on The Effect of Restaurant Wastewater Pretreatment Yan Feng1,a, Xiongbing Luo2,b,*, Jie He 3,c, Xue Wu 4,d 1College of Civil Engineering and Architecture of Kunming University of Science and Technolog,Yunnan province of China 2College of Civil Engineering and Architecture of Kunming University of Science and Technolog,Yunnan province of China 3Drainage Monitoring Station of Kunming City,Yunnan province of China 4College of Civil Engineering and Architecture of Kunming University of Science and Technolog,Yunnan province of China a573534830@qq.com, b380679033@qq.com Keywords, restaurant wastewater, index, animal and vegetable oils, analysis Abstract.

Diagnostics and optimalization of airtightness in experimental wooden structures Barbora Hrubá 1, a *, Pavel Oravec 2,b and Jiří Labudek 1,c 1 VŠB – Technical University of Ostrava, Faculty of Civil Engineering, Ludvíka Podéště 1875, 70800 Ostrava Czech Republic 2 Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic abarbora.hruba@vsb.cz, boravec.p@seznam.cz, cjiri.labudek@vsb.cz Keywords: Airtightness, BlowerDoor test.
Introduction Diagnostics for airtightness of insular structures were carried out on a building located on the site of the Faculty of Civil Engineering in Ostrava, GPS: 49.84513, 18.151961.

Experimental Study of Pre-Stressed Concrete Beams with Fatigue Subjoining Freezing-Thawing Circle Yi-Duo Zhang1,2,a, Rong-Gui Liu1,b, Yu Chen1, Kai Fu1 1College of Mechanics and Civil Engineering ,Jiangsu University, Zhenjiang, Jiangsu, 212013, China 2College of Civil Engineering and Architectures, Jiangsu University of Science and Technology, Zhenjiang Jiangsu 212003, China azyd0927@tom.com, bliurg@ujs.edu.cn Keywords: Pre-Stressed concrete, Fatigue, Freezing-Thawing circle, Damage, Durability.
References [1] Hasan M,Ueda T,Sato Y:.Material of Civil Engineering, Vol. 20(2008), pp.37

Design and Analysis on The Function of Huge Underground Space in Modern City Zhifeng HU Jilin Institute of Architecture and Civil Engineering; Changchun 130118; Jilin; China Hzf201008@yahoo.com.cn Key words: Urban underground space; Underground complex; Building function; Zhujiang Newtown CBD underground space; Design and analysis Abstract: Since the begin of the 21st century, with the city construction scale expanding constantly, huge underground space has been an important trend of urban development, and will become one of the building types with modern cities symbol.
Underground space application in China more and more widely, the underground engineering for new project, in the planning and construction process to sight of sustainable development, new technology, new structures and new materials, new rules for technical support and guidance of the prospective design and planning.
Fig.7 The Design rendering of Zhujiang Newtown Core Underground Space project Acknowledgements This research is supported by Jilin Institute of Architecture and Civil Engineering, thanks for providing good conditions for scientific research.
Civil Defense Gardens, Shanghai, China(2006), Vol.S1, p.1-5.

The Mechanical Properties Analysis of Heterotypic Spatial Plate and Shell Structure Model Shaowei Duan1,a , Peng Zhou1,b, Xibing Hu3,c 1 College of Civil Engineering and Mechanics, Central South University of Forestry and Technology, Changsha, Hunan, 410004, China azhoupenglly@126.com, bduanshaowei8@sohu.com, chxb_is_me@126.com Keywords: plate and shell structure mechanical properties elastic stage finite element analysis Abstract.
，it has extensive application in engineering.
This paper is based on the finite element program MIDAS-CIVIL for the mechanical properties of special spatial plate and shell structure to make finite element analysis, to provide references for designing this kind of structure [3].
Journal of Harbin University of Civil Engineering and Architecture，Vol.28 No.5 (1995) [4] Guangpan Gao，Weixin Ding.

Chinese Green Building Government Incentive Method Research of The Basic Incremental Cost View Jingfei Li1, a,Yujia Li2,b and Jie Wang3,c 1School of Architecture and Civil Engineering,Xihua University ,999# Jin Zhou Rd.
Jin niu District, Chengdu, Sichuan Province, 610039 2School of Architecture and Civil Engineering,Xihua University ,999# Jin Zhou Rd.
Jin niu District, Chengdu, Sichuan Province, 610039 3School of Architecture and Civil Engineering,Xihua University ,999# Jin Zhou Rd.

Effect of Curing Time on the Pore Structure of the Portland Cement Concrete Weilun Wang1,a, Peng Liu2, b 1 College of Civil Engineering, Shenzhen University, Shenzhen, 518060 China 2 School of Civil Engineering and Architecture, Central South University, Changsha, 410075 China awang_weilun@hotmail.com, blop868@163.com Keywords: concrete, pore structure, fractal dimension, curing time Abstract: In this paper, the influence of curing time on the compressive strength and pore structure of the Portland cement concrete was investigated.
Acknowledgements The financial support from the National Science Fund for Distinguished Young Scholars (50925829) and Shenzhen Durability Center for Civil Engineering of Shenzhen University (SZDCCE 10-15) are greatly acknowledged.