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Study on Safety Factor of Loess Cave Dwellings with Pitted Courtyard in Different Rainfall Infiltration Jiaming Han1,a 1School of Architecture and Civil Engineering, Xi'an University of Science and Technology, No.58 Yanta Zhonglu, Xi'an, Shannxi, 710054, China ajiaminghan@163.com Keywords: Infiltration, Loess, Cave dwelling, Safety factor Abstract.
JOURNAL OF WATER RESOURCES AND WATER ENGINEERING.( 2009),p.79-82
Malan loess in Lanzhou, the sensitivity characteristics of the water .Chinese Journal of Geotechnical Engineering.(2007),p.294-298.

Application of Prestressing Technology for Strengthening Space Grid Structure Zilong Qiao1, a College of Architecture and Civil Engineering , Taiyuan University of Technology, Taiyuan 030024, China 290914231@qq.com Keywords:space grid;prestressed system ;strengthening Abstract: In a grid renovation project, the use of prestressed reinforcement technology, using SAP2000 software analysis, puts forward the reinforcement scheme, so that the grid to meet the use requirements. 1.
Meet the space grid stability requirement. 3.2 Prestressed reinforcement arrangement According to the engineering actual situation, decided to use two wiring method[2], namely setting two load reverse point of application.
Reinforcement and connection plate lap length 50 mm, welding angular size 7 mm. 3.5 Construction The prestressed reinforcement engineering construction stage, to reduce the loss of prestress, tensioning construction should take both ends symmetric tensioning form, step by frames.the for tensioning, guarantee the prestressed can fully loaded in main body on the rack.

Coupled Damage and Plasticity Modeling in Failure Analysis of Heated Concrete Rongtao Li College of Civil and Architectural Engineering, Dalian University, Dalian 116622, China Lirongtao@dlu.edu.cn Keywords: elastoplastic-damage; coupled constitutive model; consistent algorithm; concrete; fire Abstract.
Warnke, in: Seminar on Concrete Structure Subjected to Triaxial Stresses, IABSE Proc. 19, Paper III-1, International Association for Bridge and Structural Engineering (1975)
J. for Numerical Methods in Engineering Vol. 47 (2000), p. 75-100

Analysis on Factors that Affect the Damping of Reinforced Concrete Beam under Hammering Method Gu Dapeng1, a, Yan Weiming1,b , Chen Yanjiang 1,c, Zhou Haixia2,d 1School of Architecture and Civil Engineering, Beijing University of Technology, 100124, Beijing, China 2Fangshan Branch of Beijing Institute of Water, 100124, Beijing, China agudapeng2004@163.com, byanwm@bjut.edu.cn, cyjrlx@sina.comc, d13426206915@163.com Keywords: Damping, Reinforced Concrete Beam, Hammering Method Abstract.
[3] UNGAR, E., E., Noise and Vibration Control Engineering: Principles and Applications.
W., Penzien, J., Dynamics of Structures, McGraw-Hill. 1975:19 [5] Neild S.A., Willianm M.S., Mcfadden P.D., Journal of Structural Engineering. 2003, 129(2): 260~268

The Study of Alkaline-activated Magnesium Slag Cementitious Material Liguang Xiao, Feng Luo, Ruibo Li, Changyu Liu College of Material Science and Engineering, Jilin Architectural and Civil Engineering Institute, Changchun 130118, P.
The result showed that cementitious materials composed of magnesium slag and little clinker did not meet the engineering demand in the previous study.

Modeling of the Hydraulic Machine Unit with Nonholonomic Constraints Swiatoslaw Karpowicz 1, a , Franciszek Siemieniako2, b 1 Bialystok Technical University, Faculty of Civil and Environmental Engineering, ul.
Wiejska 45E, 15-351 Bialystok, Poland 2 Bialystok Technical University, Faculty of Mechanical Engineering, ul.
Mechanical Engineering, 1979, No 5; pp. 41-46

Introduction Concrete has been widely used by civil engineers in the design and construction of protective structures to resist impact and explosive loads.
References [1] Milad Hafezolghorani, Farzad Hejazi, Ramin Vaghei, Keyhan Karimzade, Simplified Damage Plasticity Model for Concrete, Structural Engineering International (2017), doi: 10.2749/101686616X1081
Telfordc, Local impact effects of hard missiles on concrete targets, International Journal of Impact Engineering 32 (2005) 224-284, doi:10.1016/j.ijimpeng.2005.04.005 [5] Hognestad E.

Geological Hazard Tendency Analysis of Room and Pillar Mining Method based on Energy Index SC.Xu1,2,a, Q.Jiang3,b and CY.Jin4,c 1School of architecture and Civil Engineering, Shenyang University, Shenyang, Liaoning 110044, China 2Key Laboratory of Liaoning Province for environmental geotechnical engineering, Shenyang, Liaoning 110044, China 3 State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Science,.

Study on the Treatment of Nickel-containing Wastewater by Spouted bed Particulate Electro-deposition XU Xinyang, LIN Hong, CHEN Xi, ZHAO Bing School of Resources and Civil Engineering, Northeastern University Shenyang, China Chenxineu@mail.neu.edu.cn Keywords: Nickel, Current Efficiency, Polarization, Electro-deposition Abstract: In order to achieve the goal of purifying the nickel-containing waste，use the Spouted bed particulate electro-deposition to treat it .
Co-electrodeposition/Removal of Copper and Nickel in a Spouted Electrochemical Reactor[J], Industrial & Engineering Chemistry Research, 2011, 50: 9532-9538
Dissertation, Division of Engineering, Brown University, Providence, RI, 2003

Reliability Analysis of Locally Thinned Submarine Pipelines in ChengDao Oil Field Bing Shao1, a, Xiangzhen Yan 2, b and Xiujuan Yang2, c 1College of Mechanical and Electronic Engineering, China University of Petroleum, Dongying, 257061, Shandong, China; 2 College of Pipeline and Civil Engineering, China University of Petroleum, Dongying, 257061, Shandong, China; asealkite@163.com; byanxzh@163.com; cyangxj999@163.com Key words: submarine pipeline; localized thinning; reliability; Monte-Carlo; finite element Abstract.
[4] Jingzhong Xing, Chuntu Liu.: Engineering Mechanics, Vol. 20(2003), P. 403(in Chinese).