Search results

Analysis of One-dimensional Consolidation of Non-homogeneous Layer with Exponential Flow Law Fengxi ZHOU 1,2,a, Yiming HE 1,a, Ying XIN 1,a 1School of Civil Engineering, Lanzhou University of Technology, Lanzhou, Gansu in China,730050; 2Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou University of Technology, Lanzhou, Gansu in China, 730050.
Journal of geotechnical and geoenvironmental engineering, vol. 133 No.1 (2007), p. 3-15
Chinese Journal of Geotechnical Engineering, vol.21 No.3(1999),p. 288-293.
Chinese Journal of Geotechnical Engineering，vol.31 No.7 (2009),p.1115-1119.
Chinese Journal of Geotechnical Engineering, vol.32 No.2 (2011),p.553-559.

Research Progress in Mechanics of hollow section RC bridge piers subjected to seismic dynamic load Yan Zhao1,a, Jie Gu2 ,Huige Wu3,b 1Institute of Disaster Prevention, Sanhe Hebei,China,065201 2 Department of Civil Engineering, Louisiana State University, USA, 70802 3 Shijiazhuang University of Economics, Shijiazhuang, Hebei, China,050031 a1362232723@qq.com b494512290@qq.com Key words: Bridge pier, seismic performance, hollow section Abstract.
Current development directions of bridge engineering are large span, heavy load and high speed limit [1].
Pacific Earthquake Engineering Research Center, Japan and Taiwan universities, research institutions.
Journal of Structural Engineering. 1998, 114(8): 1804-1826
Journal of HarBin University of Civil Engineering and Architecture, 1999,32(4):47-52.

This type of column can be applied on several occasions, and other studies are already being observed in the field of engineering and civil construction [4, 5] Axial compression tests were performed and are presented in this article, and also the results of the tests.
Also, the knowledge of structural engineering helps these solutions, intuitive in many cases, a guarantee of usage and a considerable saving of material resources, although subject to the safety of some buildings for use in the particular context [10-12].
This is the great challenge of engineering, especially the structural engineering that uses bamboo bars, is to take advantage of the natural characteristics of this material, allowing it’s safely and securely use, generating efficient structural systems remodeling systems already built with other mostly industrialized building materials.
Application of Bamboo Materials in Civil Construction.
Engineered bamboo for structural applications, Construct.

China 2 School of Civil Engineering and Architecture, Guangxi University, Nanning, P.
China 3 School of Civil Engineering and Architecture, Guangxi University, Nanning, P.
[7] Tianchun Yang, Yong Zhou and Hao Li: Journal of Engineering Geology.
[11] Shangqiang Ren: Chinese Journal of Underground Space and Engineering.
[12] Wenjun Su and Jinhai Wang: Chinese Journal of Engineering Geophysics.

Research on settlement and bearing capacity of Y-section pile considering abnormality effect WANG Xinquan1, a, WEI Xinjiang1,b , LIU Anyuan2,c ,Liao juan1,d and REN Lianwei3,e 1Department of Civil Engineering, Zhejiang University City College, Hangzhou 310015, China 2CITIC General Institute of Architectural Design and Research, Wuhan 430014, China 3School of civil engineering, Henan Polytechnic University, Jiaozuo 454000, China awangxq@zucc.edu.cn, bweixj@zucc.edu.cn, canyuan3155@163.com, dliaoj@zucc.edu.cn, erenhpu@163.com Keywords: Y-section pile; skin friction; non-uniform distribution model; Q-scurve; ultimate bearing capacity Abstract.
Distribution characters of the profiled pile side friction in practical engineering are more complicated.
Port & Waterway Engineering, 2007, (1): 87-90
Chinese Journal of geotechnical Engineering, 2007, 29(1): 120-124
West-China Exploration Engineering, 2006,1(Supp.): 68-70

Nonlinear seismic response analysis of parallel base-isolated system Q Rong1, a 1School of civil engineering, Yantai University China 264005 arqmp@sohu.com Keywords: inflexion point; energy time history curve; Parallel base isolation Abstract: Based on the bilinear hysteretic model, the elastic-plastic time history analysis of single mass point for parallel base isolation system is carried out.
Through an engineering example, the time history curve of each energy dissipation for parallel base-isolated system is drawn, and the isolation effect is given. 1.
Restoring force model of parallel base isolation system Parallel base isolation is in the same isolation layer in which some bearing adopt rubber isolation bearing, others adopt the sliding isolation bearing, it has economic and adaptive advantages, it has been widely used in the actual engineering.
Engineering examples Xuzhou Kuishan village A7 # residential buildings is masonryconcrete structure, it adopts FBI system, the isolation layer is located in a layer of bottom.
References [1] MC Constantinou, A Mokba,etc: submitted to Journal of Structural Engineering (1990) [2] A Mokba, MC Constantinou,etc: submitted to Journal of Structural Engineering (1991) [3] J Q Zhu: submitted to Earthquake engineering and engineering vibration (1982) [4] X G Ye: submitted to Journal of hefei university of technology (1998)

The hysteretic energy analysis of inelastic structures during the earthquake Changhai ZHAI 1, a , Hongbo LIU 2,1,b , Ning LI 1,c , Lili XIE 1,3,d 1 School of Civil Engineering, Harbin Institute of Technology, Harbin 150001, China 2 School of Civil Engineering and Architecture, Heilongjiang University, Harbin 150080, China 3 Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China a zch-hit@hit.edu.cn, binterdage@163.com, cnealleehit@hotmail.com, dllxie@public.hr.hl.cn Keywords: seismic damage mechanism; hysteretic energy; inelastic structures; influence analysis.
Kabeyasawa: Journal of Structural Engineering, Vol.43 (1997), p.485-491 [7] R.R.
Qian: Engineering Mechanics , Vol.20 (2003), p.31-37 [9] B.
Liu: Engineering Mechanics (Supplement), Vol.17 (2000), p.242-247 [11] M.K.
Xie, W.B Zhang: Earthquake Engineering and Engineering Vibration, Vol.24 (2004), p.8-14 [14] Y.Y.

Detection of an Existing Local Loss in a Water Distribution System Di Xiao1,a, Jianwen Liang2,b 1Department of Management Science and Engineering, Nankai University, Tianjin 300071, China 2Department of Civil Engineering, Tianjin University, Tianjin 300072, China axiaodi@nankai.edu.cn, bliang@tju.edu.cn Keywords: Water distribution systems, local loss, detection, monitoring Abstract.
Introduction Water distribution system is one of the most critical facilities in cities, and is more fragile than other civil engineering structures.
Liang: Journal of Earthquake Engineering and Engineering Vibration, Vol. 20 (2000), No.
Liang: Earthquake Engineering and Engineering Vibration, Vol. 2 (2003), No. 2, p.181 [6] M.
Liang: Journal of Earthquake Engineering and Engineering Vibration, Vol. 30 (2010), No.5, p.100 (in Chinese) [9] J.

Egorov, Innovative design of wooden beams in the far North, IOP conference series: materials science and engineering 2020, DOI: 10.1088/1757-899x/753/2/02202424 [3] M.
Egorov, The mesh of shells of a bionic type to be operated in extreme habitats, IOP conference series: materials science and engineering 2020, С. 022023, DOI: 10.1088/1757-899X/753/2/022023 [5] V.
Petriaev, Sustainable Development in Transport Construction through the Use of the Geoecoprotective Technologies, Procedia Engineering 143, pp. 1401-1408, DOI: 10.1016/j.proeng.2016.06.165 [18] A.S.
Kozlov, Geoecoprotective screens for road construction and operation in cold regions, Lecture Notes in Civil Engineering, 50, pp. 347-356, DOI: 10.1007/978-981-15-0454-9_36 [20] M.
Sakharova, Geoecoprotective technologies from heavy metal ions pollution for transport construction in permafrost regions, Lecture Notes in Civil Engineering, 50, pp. 329-338, DOI: 10.1007/978-981-15-0454-9_34

LI 1, b* 1 Department of Civil Engineering, Taiyuan University of Technology79, Yingzexi Street, Taiyuan, 030024, China a08.li.wei@163.com, blhwtut@126.com (corresponding author), Corresponding author ,Prof.
[2] Civil King Software Technology Co., Ltd.