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Stability Analysis on the Roof Trusses of the Broumov Group of Churches to Underline Statical Sense of Dientzenhofers KUKLÍK Pavel1,a, DUINKER Peter2 and HETTINGA Justin 3 1,2,3 Faculty of Civil Engineering, CTU in Prague, Prague, Czech Republic a kuklikpa@fsv.cvut.cz Abstract The Broumov group of churches represents an integral part of Bohemian baroque architecture.
The lack of scientific or engineering knowledge available during the construction of these structures lead to the development of a unique group of architects and builders who were frequently trained in Italy and relied solely on empirical methods or traditional "rules of thumb".
Bratislava: Slovak University of Technology, Faculty of Civil Engineering, 173-176
Edinburgh: Engineering Technics Press Edinburgh, 156
Civil Engineering Software."

The Study Of the Highway Glare Plate Height Under Mixed Traffic Chun feng Yang1, a, jin lin Xiao2,b, Ji shu Sun 3,c 1 College of Civil Engineering, Hebei University of Technology, No. 29 Guangrong Road, Hongqiao District, Tianjin, 300130, China 2 College of Civil Engineering, Hebei University of Technology, No. 29 Guangrong Road, Hongqiao District, Tianjin, 300130, China 3 College of Civil Engineering, Hebei University of Technology, No. 29 Guangrong Road, Hongqiao District, Tianjin, 300130, China acfy211@163.com, bxiaojinlin986527@163.com, csjshebut@126.com Keywords: Mixed traffic, Highway, Glare plate height, Model,Traffic safety Abstract.
References [1] People's Republic of China Ministry of Transportation highway engineering technical standards (JTGBOI-2003) [S], Beijing: China Communications Press, 2004(in Chinese)
[4], the People's Republic of China Ministry of Transportation highway traffic engineering, and along the facilities to design general specification (JTG D80-2006) [S] Beijing: China Communications Press, 2006(in Chinese)

. , Zhengzhou 450003, China 2 Department of Civil Engineering, Luoyang Institute of Science and Technology, Luoyang 471023, China 3 School of Civil Engineering, Henan Polytechnic University, Jiaozuo 454000, China achenk-center@163.com, byangrenhua1964@sohu.com, cxutao.0420@163.com, dqiyajing507@163.com Keywords: Granite; Limestone; Red sandstone; Rock mechanics; Triaxial compression test; Constitutive model.
Introduction The mechanical properties and brittle fracture strength of rocks under a variety of complex loads is not only the primary basis of the design and construction of rock engineering in the mining, civil construction, tunnel and underground construction, but also the important parameter of the warning and protection to the failure of rock engineering and the stability analysis of rock slope.
(In Chinese) [2] Weizhong Zhang, Congxin Chen and Mingyuan Yu: submitted to Journal of Rock and Soil Mechanics (2009) (In Chinese) [3] Zhonghua Guo, Zhende Zhu and Xiangjuan Yu: submitted to Journal of Journal of Hohai University (2002) (In Chinese) [4] Jianwu Pan, Chengdong Su: s Journal of Mining & Safety Engineering (2010) (In Chinese) [5] Shengqi Yang, Chengdong Su and Weiya Xu: submitted to Rock and Soil Mechanics (2009) (In Chinese)

Experimental Research and Numerical Investigation of High-Strength Concrete Structure Strengthened With CFRP Hong Hai 1,2, a, Fan Gu 2,b and Yansheng Song 2,c 1 College of Resources and Civil Engineering, Northeastern University, 110819, China 2 Department of Civil Engineering, Shenyang Jianzhu University, 110168, China ahhlxssy@163.com , bcehhai@sjzu.edu.cn ,cceyssong@sjzu.edu.cn Keywords: CFRP, High-strength concrete , Static shear experiment, LS-DYNA Abstract.
Introduction Carbon Fiber Reinforced Polymer (CFRP ) are being considered for use in the field of civil infrastructure as strengthening and rehabilitation materials because of the characteristics of high strength, high stiffness, light-weight, excellent corrosion resistance, ease and speed of installation, etc.
Along with the development and deep research on all kinds of strengthening engineering, the problem of bonding between the interfaces has become the focus concerned by people.
The high-strength concrete has been widely used and made significant technical and economic benefits because of its high strength, good durability, small deformation, etc., it can meet the requirement of large span, over loading and high-rise development of modern engineering structures .
(In Chinese) [10] Jizhong Wang, etc.: Journal of Wuhan University (Engineering edition) , Vol. 41(2008), p. 6-10.

Comparison of Field Performance between Bamboo-Geotextile Composite Embankment and High Strength Geotextile Embankment Aminaton Marto1, Bakhtiar Affandy Othman1*, Fauziah Kasim1 and Ismail Bakar2 1 Department of Geotechnics and Transportations, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Skudai, Johore, Malaysia 2 Research Centre for Soft Soils (RECESS), Faculty of Civil & Environmental Engineering, Universiti Tun Hussein Onn Malaysia, 86400 Parit Raja, Batu Pahat, Johore, Malaysia *Corresponding Author : aminaton@utm.my, bakh_7@yahoo.com Keywords: Trial embankment, field performance, geotechnical instrumentation, bamboo, geotextile.
Concern on environmental effect brings the geotechnical engineers to reduce the rely on the unrenewable materials such as geotextile and try to apply the natural resources like bamboo.
Civil Engineering Section, SEBE, Wolverhampton University, Wolverhampton WVI ISB, UK.
Geotechnical Engineering for Disaster Mitigation and Rehabilitation Liu, Deng and Chu (eds) 2008 Science Press Beijing and Springer-Verlag GmbH Berlin Heidelberg (2008)

Experimental Study on Dynamic Mechanical Properties of Galvanized Iron Wire under Seismic Strain Rate Hao Zhang1, a, Jiahe Zhang2, b, Debin Wang3, c and Xu Li2, d 1 School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China 2 China Architecture Design & Research Group, Beijing 100044, China 3 Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, China 4 School of Civil and Safety Engineering, Dalian Jiaotong University, Dalian 116028, China ahzhang_sjzu@hotmail.com, breounald@gmail.com, cwdb1215@163.com, dlx3818262@163.com Keywords: Galvanized iron wire, Dynamic tensile test, Strain rate, Dynamic constitutive relationship, Shaking table test Abstract.
Manfredi: Engineering Structures.
Li: China Civil Engineering Journal.

Therefor prefabricated house has been widely used for civil and military use.
Structural Engineers.
China Civil Engineering Journal.
The 20th Annual National Conference on Structural Engineering.2011.
Earthquake Resistant Engineering and Retrofitting.

According to the structure of national accounts SNA,  PPP index on construction sector is generated by editing a lower level of three basic classification index , PPP residential,  PPP nonresidential and PPP civil engineering, and each level of PPP index  is also generated by calculating and aggregating lower level PPPs index than itself,  until it can be subdivided into the prices of goods and services provided for the construction., In international comparison project, the finer classification is, the greater the likelihood of high accuracy [2] As shown in Fig.2, if the multi-family residence is regarded as representatives of Chinese dwellings, there would be a range of PPPs Index associated with multi-family housing: residence PPP → 8 residential sub-projects PPPs→ composite components PPPs or their basic inputs RPs(relative prices) [3].
Practice in Main Microcosmic Engineering.
Such as rural single-family "Interior Partitions”, as a primary engineering, it uses brick, Portland cement, sand, plywood, non-technical and technical jobs, which are mostly primary inputs and composite parts with more international elements, or labor estimated in accordance with international standards.
Walsh, and A.Sawhney, et al: the Journal of Construction Engineering and Management, Vol.131, No.2 (2005), p.160-168 [2] X.
Walsh, and A.Brown: Journal of Civil Engineering and Environmental Systems, Vol.21, No.3 (2004), p.151-167 [4] F.D.

Introduction In civil engineering, when loading sustained by the foundation is large, deep foundation is widely adopted.
This method could be applied in both civil engineering and building engineering.
[2] International society of soil mechanics and geotechnical engineering.
Civil Design Criteria for road and rail transit systems.

Mesh Partitioning Optimization in Parallel Substructure Method Using Improved HYT Approach SHANG Yan-Liang School of Civil Engineering, Shijiazhuang Tiedao University, 050043, Hebei Province, China sty1980926@163.com Keywords: the parallel substructure method, mesh partitioning, the HYT approach, the IHYT approach Abstract.
Hsieh, in: Some Experiences on Parallel Finite Element Computations Using IBM/SP2, Proceedings of the 7th KAISTNTU- KU Tri-Lateral Seminar/Workshop on Civil Engineering, Kyoto University, Kyoto, Japan, (1997)
Tsai, in: Improved Mesh Partitioning For Parallel Substructure Finite Element Computations, Proceedings of the 7th East Asia-Pacific Conference on Structural Engineering and Construction (1999)
Tsai, in: Optimized Mesh Partitioning for Parallel Substructure Finite Element Analysis, Master thesis, Department of Civil Engineering, National Taiwan University, Taiwan, ROC(1999)