Search results

Thermal properties of selected lightweight wooden walls and windows in the regime of long time testing Pavol Ďurica1,a, Mária Ďuriníková1,b Radoslav Ponechal1,c, Daniela Štaffenová1,d, Marianna Štúňová1,e 1 University of Žilina, Faculty of Civil Engineering, Department of Building Engineering and Urban Planning, Univerzitna 8215/1, 01026 Žilina, Slovak Republic apavol.durica@fstav.uniza.sk, bmaria.durinikova@fstav.uniza.sk, cradoslav.ponechal@fstav.uniza.sk, ddaniela.staffenova@fstav.uniza.sk, emarianna.stunova@ fstav.uniza.sk Keywords: wooden lightweight external walls, surface temperatures, window constructions Abstract.
Introduction Constructions are solo built in the testing laboratory of the Department of Building Engineering and Urban Planning, Faculty of civil engineering, University of Žilina.

Analysis of Architectural Characteristics of Modern Villas in Mount Lu Xiaoqiong Li1, a, Leirong Zou2, b 1 Civil Engineering and Construction Institute of Jiujiang University, Jiujiang, Jiangxi Province, China, 332005 2 Civil Engineering and Construction Institute of Jiujiang University, Jiujiang, Jiangxi Province, China, 332005 atm_lixiaoqiong@jju.edu.cn;bzou_dingding@126.com Keywords: Architectural Features, Villas, Mount Lu Abstract.
The British engineer John Gan was also involved, he mainly carried out overall planning and construction of Kuling and land planning, the German engineer Li Bode was responsible for design and construction of the villas.

 Pilot-scale Study on Treatment of wastewater for natural rubber processing by Bioenhanced Technology JING WANG1, 2,a, YANHUI LIU1,b ,LINA WANG1,c, JING LI*1,d 1 1 College of Architecture and Civil Engineering , Yunnan Agricultural University, Kunming 650201, PR China 2 Faculty of Environmental Science and Engineering, Kunming University of Science and Technology, Kunming 650500, PR China awj0045@163.com, bliuyh1321@163.com, c wlnyongji@126.com,dli_jing69@163.com * Corresponding author:Jing Li, College of Architecture and Civil Engineering , Yunnan Agricultural University, Kunming 650201, PR China E-mail address: li_jing69@163.com Keywords: Wastewater for natural rubber processing, Inoculant, Bioaugmentation Abstract. 1-level anaerobic and 2-level aerobic bio-film treatment process is adopted in the test.
Water Research , 2003, 37: 2206~ 2216 [4] Yuan Junfeng et al，New Hanging Bio2membrane Method Of Biological Aerated Filter, Environmental Engineering(In China)，Vol121 ,No12 ,April ,2003

Comparison of Chloride Binding Capacity of Binary and Ternary Binders Mien Van Tran1,4,a, Dang Thi Thuy Hang2,b & Kamarudin Hussin3,4,c 1 Faculty of Civil Engineering, Ho Chi Minh City University of Technology, Viet Nam 2 Faculty Civil Engineering, College of transport 3, Viet Nam 3Faculty of Engineering Technology, University Malaysia Perlis (UniMAP), Perlis, Malaysia 4Center of Excellence Geopolymer and Green Technology (CEGeoTech), School of Materials Engineering, University Malaysia Perlis (UniMAP), Perlis, Malaysia atvmien@hcmut.edu.vn, bdangthuyhangbk@gmail.com, ckamarudin@unimap.edu.my Keywords: The chloride binding capacity, fly ash, blast furnace slag, silicafume, chloride binding capacity.

Research on Carbonation Life Prediction Model of Recycled Concrete Structures Bing Wang, SiYuan Wang, ShuAn Wu, Xin Wang and Xia He Department of Building Engineering, Yangzhou Polytechnic College, Yangzhou, China yangzhouwb@126.com Keywords: recycled concrete structure, carbonation model, recycled coarse aggregate influence coefficient, tensile stress influence coefficient, carbonation life.
Ohaga: Science Technology and Engineering Vol. 6 (2006), p. 3516 (In Chinese) [4] N.
Yodsudjai: Journal of Materials in Civil Engineering Vol. 15 (2003), p. 443 [5] J.Z.
Lei: Journal of Architecture and Civil Engineering Vol. 25 (2008), p. 66 (In Chinese) [6] Y.

Sanjana2,b* 1Department of Civil Engineering, DMI College of Engineering, Palanchur, Chennai – 600123 2Department of Civil Engineering, Easwari Engineering College, Chennai – 600039 aideskari@gmail.com, bsanjanaraja9454.sr.sr@gmail.com Keywords: Semiloof; Nonlinear; Finite element; composite; plate.

Investigation on Zonal Characteristics in Soil of Synchronous Explosion Forming Shao Peng1,a , Zhang Yong 1,b , Gao Wenming 2,c , Liu Yongqiang2,d 1 School of Architecture and Civil Engineering, China University of Mining and Technology, Xuzhou, China 2 School of Mechanics, Architecture and Civil Engineering, China University of Mining and Technology, Beijing, China a spsyc@tom.com, bzhangyongcumt@163.com, cwmgao@163.com,d liuyongqiang@163.com Keywords: Synchronous explosion forming, zonal characteristics, conventional compression blasting, compaction range, occlusive region.
Introduction Blasting has been widely employed in the area of underground engineering construction in soil, such as bulb pile and explosion rammer, for many years and it remains a popular method of engineering constructions to the present years.

Effects Analysis of Bending Stiffness of Cables on Stress Distribution and Curve Shape in Super-Long Single Suspension Cable Structures Tianhu Jing1,2,a, Qingning Li1,b 1School of Civil Engineering, Xi’an University of Architecture & Technology, Xi’an, Shanxi, 710055, China 2 School of Civil and Architecture Engineering, Guilin University of Technology, Guilin, Guangxi, 541004, China ajingtianhu@sina.com, bnql8112@126.com Keywords: Single Suspension Structure; Suspension Bridge; Bending Stiffness of Cables; Second Bending Stress; Curve Shape of Main Cables.
Steel wires are the most reliable material for manufacture of cables with huge span length, which have been already proven by the engineering history of over 100 years to build suspension bridges.
Wang: Numerical Analysis on Engineering Structures by means of ANSYS Software (China Communications Press, China 2007) (in Chinese).

Research on the Construction Technology of Composite Floor of Super High-rise Core Tube Copestone and Steel Composite Wide-flat Beam of Hollow Steel Tube and Its Application Rong Bai1, Chuanqin Yao2, Xue Bai2, Chao Wang2 1China Construction Fourth Engineering Bureau, Guangzhou, 510665 2,3,4 School of Civil Construction, Anhui University of Science and Technology, Huainan, Anhui, 232001 1249274684@qq.com Keywords: Super high-rise; core tube; wide-flat beam; construction technology Abstract.
The staff in China Construction 4th Engineering Bureau 6th CORP. limited summarizes its key technology through practice, application and innovative research.
Overhaul the vibrating rod, sunlamps, water pumps and other small machinery provided by the construction team in advance and ensure the number. 3) Preparations for construction workers: the manager department of civil engineering project is in charge of recruiting workers in concrete pouring process, control officers of the connected pump, rebar caretakers, template care workers, electricians, and handymen in advance, and explains technical intention to workers before concrete pouring. 4) Before pouring, it is necessary to clean the garbage, mud and other debris on the bottom plate as well as the greasy dirt on the rebar and check whether the concrete heel block of the rebar is firm. 5) Plastic film, sacks and other materials required for concrete curing are organized to approach as planned. 6) Shelves for pouring concrete and bridleways have completed setting up.
The application of wide-flat beam in engineering.

The Anti-Shear Capacity of Abnormal Joint of Steel Reinforced Concrete Jianing Zhu1, a,Kejia Yang2, b, Xiaowen Li3, c, Ruiwen Li4, d 1, 2, 3,4College of Civil Engineering Xi’an University of Architecture and Technology, Xi’an 710055 azhujianing75@163.com, byangkejia7224@126.com, clixwgh@xauat.edu.cn, dgaoxing_003@126.com Keywords: Steel Reinforced Concrete column; Reinforced Concrete beam; abnormal exterior joints; minor core; anti-shear capacity Abstract: The paper presents an test and computational results of finite element studies on the behavior and capacity of abnormal exterior joints of Steel Reinforced Concrete (SRC) column and Reinforced Concrete (RC) beam.
Preface With the rapid economic development in China, the nonlinear analysis of reinforced concrete joints subjected to seismic forces attracted the attention of many researchers over the last tow decades, while more and more abnormal exterior joints of variable cross-section of SRC column and RC beam, needing proper design and utmost care, appear in industrial and civil buildings, which are still receiving the researchers’ interest.
Based on researches of the joints by finite element method (FEM), in this paper mechanical properties of the joints are analyzed relative to the normal, and the calculating formula of anti-crack capacity of the joints is proposed, which provides help for engineering design.
The formula of anti-shear capacity based on the finite element analysis’ results is proposed and reflects the action of the eccentricity ξ, the steel ratio η, the concrete strength grade and the axial compression ratio, which can provide a reference for engineering design.
Word Earthquake Engineering, 2002,18(2):61~64.