Search results

Analysis of the Application of Rice Straw Brick in Civil House Wang Shijie1, a and Zhu Xun2, b 1 Civil Engineering Department, Heilongjiang Institute of Technology, Harbin, China 2 School of Architecture, Harbin Institute of Technology, Harbin, China ashijie76@yahoo.com.cn, btheodora_cn@yahoo.com.cn Keywords: rice straw brick house; common red brick house; heating load; comparison; cost Abstract.

Study on the Crack-tip in the Pressure-sensitive Dilatant Materials Yong Yang 1,a, Liqiang Tang 1,b and Yongdong Li 2,c 1 College of Civil Engineering, Harbin Engineering University, Harbin 150001, China 2 Department of Mechanical Engineering, Armored Force Engineering Institute, Beijing 100072, China a yanghrb@hrbeu.edu.cn, blqtxhh@yahoo.com.cn, c lydbeijing@163.com Keywords: constitutive equations of pressure-sensitive dilatant materials, rigid/visco-elastic interfacial crack, crack-tip field Abstact.
In the petroleum engineering, the nonlinear bulk strain or bulk strain rate must be considered in rock deformation, adopting the viscous-elastic theory, a constitutive equation of the pressure-sensitive dilatant materials was established.
For the pressure-sensitive dilatant materials, especially for the mud-rock, engineers often adopt the shear failure criterion of the rock, which was founded through the soil and rock mechanics experiment by Coulomb in 1773.
Especially, the influence of the mid-stress to the yield surface was not considered, which will bring error in engineering [1].
Literature References [1] Chen Huifa, in: Constitutive Relations of Civil Engineering Material � Plasticity and Modeling[M].Wuhan�Central China Science and Technology University Publising, 2001

The Dialogue of New and Old Building in the Process of City Development - Research the fusion methods of new and old building in Yichang city Ting Yan1, a, Yuanchun Xia2,b*, Jingyu Li3,c, Minmin Ji4, d, Xiaohong Liang5,e and Kang Wang6,f 1Class of 20121021 of civil and architectural college in China Three Gorges University, Yichang, Hubei,443000, China 2Civil and architectural college in China Three Gorges University, Yichang, Hubei,443000, China 3Class of 20121021 of civil and architectural college in China Three Gorges University, Yichang, Hubei, 443000, China 4Class of 20121021 of civil and architectural college in China Three Gorges University, Yichang, Hubei,443000, China 5Class of 20111021 of civil and architectural college in China Three Gorges University, Yichang, Hubei,443000, China 6Class of 20111021 of civil and architectural college in China Three Gorges University, Yichang, Hubei,443000, China a398476726@qq.com, b*563199527@qq.com, c361852008@qq.com, d1061607477@qq.com
For architectural appearance, the engineer built according to the old drawings, It makes the lane, the door case of shikumen, signage, building height, roof terrace and so on the same as old building before.

Finite Element Calculation and Pushing Construction Analysis on the Superstructure of Beijiang Auxiliary Channel Bridge Yulan Wang1, Guodong Zheng2 Civil engineering & Architecture School, Linyi University, Linyi Shandong, 276005, China 1wangyulan@lytu.edu.cn, 2zhengguodong@lytu.edu.cn Key words: Superstructure, finite element, launching construction Abstract.
References [1] Tang Hongyan, Zhang Zhenxue, JingRunsheng: Bridge Construction, Vol. 5 (2008), p. 8-11 (in Chinese) [2] John S, RafaelM, MarwanN: Journal of Bridge Engineering, Vol. 9 (2004), p. 101-106 [3] Kim H K, LeeM J, Chang S P: Engineering Structures, Vol. 28 (2006), p. 959-976 [4] Li Chuanx,i Ke Hongjun, Liu Jian, et a.l: China Civil Engineering Journal, Vol. 41 (2008), p. 49-54(in Chinese) [5] Yang Huxiang, Chen Xianglin: Highway, Vol. 3 (2001), p. 10~13.
(in Chinese) [6] Beaney N J, Martin J M: Proceedings of Institution Civil Engineering, Transportation, Vol. 100 (1993), p. 145~156.

Study for the Dynamic Response of Rubber Concrete RC Slab Ren-Jwo Tsay 1, a, and Huynh Nguyen Nhat L-Am 2,b 1Department of Civil Engineering, Vanung University, No. 1, Vanung Rd., Chungli City, Towyang County, Taiwan 2 Graduate school of Civil Engineering, Vanung University, No. 1, Vanung Rd., Chungli City, Towyang County, Taiwan atrj@vnu.edu.tw, blamhanhmen37@yahoo.com Keywords: Rubber Concrete, RC slab, Microtremor measure Abstract.
J., Procedures for vibration serviceability assessment of high-frequency floors, Engineering Structures, 30, (2008), p.1548–1559
Pavic, A., Miskovic, Z., and Reynolds, P., Modal Testing and Finite-Element Model Updating of a Lively Open-Plan Composite Building Floor, Journal of Structural Engineering, Vol. 133, No. 4, (2007), p. 550-558
E., Mechanical, Fracture, and Microstructural Investigations of Rubber Concrete, Journal of Materials in Civil Engineering, Vol. 20, No. 10, (2008)

24m Steel Roof Truss Static Test Research of Changchun FAW-Volkswagen Golf Shop Yanmin Yang1, a, Xiaojuan Xie2, b 1College of Civil Engineering, Jilin Architectural and Civil Engineering Institute, Changchun, 130118, China 2College of Civil Engineering＆Architecture,China Three Gorges University, Yichang,443002, China ayymlyq@163.com, b470134109@qq.com Keywords: Steel roof truss, rigid, hinge, Slight deformation Abstract.
If the web member also adopts the steel tube member, it not only has more complex structure in the junction of the strings and the web members, but also in the practical engineering the stiffness with all the connection forms, are all in the complete rigid and ideal hinge between the extremes [1], which shows that the node calculation both exist errors according the hinges or rigids.
Structure Engineer, 2006 (8):23

Numerical Solution of Section Stress about Steel-Concrete Composite Beams Haigen Cheng 1, a, Yanlou Yu1,b and Yong Zhang2,c 1 School of Civil Engineering, East China Jiaotong University, Nanchang 330013,China 2 Jian Xi Tong Ji Engineering Consultation Company, Limited, Nanchang 330013,China a736375262@qq.com, byyLou@qq.com, c497340158@qq.com Keywords: Steel-Concrete Composite Beam; Variation Principle; Differential Equation Abstract: Steel-concrete composite beams are composed of concrete slabs and steel girders by shear connectos.
Computing in Civil Engineering,Proceedings of the 2005 ASCE International Conference on Computing in Civil Engineering [5] Wu Jia Long.Elastic mechanics.Tong Ji University Publisher,Shang hai,China(In Chinese) [6] Hu Si Zhou and Ni Guang Qiong.Differential equation.Fu Dan University Publisher,Shang hai,China(In Chinese) [7] Khaled M.
Kennedy.Impact Factors for Horizontally Curved Composite Box Girder Bridges[J].J Bridge Engrg. 2004,Volume 9, Issue 6, pp. 512-520 [8] Shi-Jun Zhou1.A Finite Beam Element Considering Shear Lag Effect in Box Girder[J].Journal of Engineering Mechanics,26 February 2010(In Chinese)

Ryzhkova2,b * 1Moscow State University of Civil Engineering, 26 Yaroslavskoe highway, Moscow, 129337, Russia 2LLC “System consulting”, 14 Tverskoy Bulvar, Moscow, 125009, Russia aginav@mgsu.ru, banastacia.ryzhkova@gmail.com Keywords: pure risks, construction projects, assessment, efficiency.
The founder of the construction engineering systems is A.
Ginzburg developed the foundations of systems engineering (complex) assessment of OTR construction.
Ginzburg Sustainable Building Life Cycle Design , The 15th International Conference on Topical Problems of Architecture, Civil Engineering, Energy Efficiency and Ecology, TPACEE-2016; Tyumen State University of Architecture and Civil Engineering: MATEC Web of Conferences, Volume 73, 02018 (2016)

Frequency Response of a Fractional Derivative Viscoelastic Type Lined Tunnel with Partial Sealing Gao Huaxi 1, a , Wen Minjie2,b, and Li Rongxin3,c 1 School of Naval Architecture and Civil Engineering, Zhejiang Ocean University, Zhoushan, 316004, China; 2Department of Civil Engineering, Shanghai University, Shanghai 200072, China; 3Department of Civil Engineering, Shanghai University, Shanghai 200072, China; aghx2001408@126.com, b7279026@163.com, clirongxin2006@126.com Keywords: Saturated soil; fractional derivative model; viscoelastic lining; circular tunnel; parameter study; partial sealed tunnel Abstract: Based on Biot saturated soil theory, steady state dynamic response of the system is studied in the frequency domain when the inner boundary of a fractional derivative viscoelastic type circular lined tunnel is under the axisymmetric load and fluid pressure respectively.
Chinese Journal of Geotechnical Engineering Vol. 32 (2010), p. 237-242 (in Chinese) [2] T Senjuntichai, R K N D Rajapakse.
Soil Dynamics and Earthquake Engineering Vol. 24 (2004), p. 1003–1011 [6] Meng Gao, Guangyun Gao and Ying Wang.

Lanzhou University of Technology, School of Civil Engineering, Lanzhou Gansu, 730050; 2.
Western Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou University of Tech, Lanzhou 730050) a 280863504@qq.com, b 1135739056 @ qq.com, c79735508 @ qq.com, d 55106399 @ qq.com Key words: Impact, Steel cube column, Single-layer reticulated shell, Response mode, Dynamic response.
Engineering Mechanics, vol. 26(6)(2009), p.75(in Chinese)
[3] Duozhi Wang,Xudong Zhi, Feng Fan.Engineering Mechanics, vol. 25(s1)(2008), p.144(in Chinese)
China Civil Engineering ,vol. 43(05)(2010),p.56(in Chinese)