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Isolation Performance Analysis of Concrete-Filled Steel Tubular Composite Structure Based on The Lead Rubber Bearing ShaoWei Duan1,a, Xian Tan1,b, Wei Huang1,c 1College of Civil Engineering and Mechanics, Central South University of Forestry and Technology, Changsha, Hunan, 410004 China aduanshaowei8@sohu.com, b361963179@qq.com, c799801620@qq.com Keywords: Concrete-Filled Steel Tubular-Steel Beam Composite Structures; Lead Rubber Bearing; Elastic-plastic Time History Analysis; SAP2000.
In Chinese.Low Temperature Architecture Technology, 2010(02): 38-40 [2] R I Skinner,W H Robinson,G H Mcverry.Introduction to Engineering Isolation.
In Chinese.Earthquake Engineering and Engineering Vibration, 2008(05):71-78
[5] Kim Y J,Kim M H,Jung I Y,et al.Experimental investigation of the cyclic behavior of nodes in diagrid structures[J].Engineering Structures,2011,33 (7):2134-2144
[7] Aiqun Li.Engineering Structural Vibration Control[M].

Influence of Heat Treatment and Surface Roughing to the Adherent Surface and Adhesion Strength: A Review ATIKAH N.1, a*, AFENDI M.1,b, AMIRA N.1,c and MAZLEE M.N.2,d 1School of Mechatronic Engineering, Universiti Malaysia Perlis, Pauh, 02600, Arau, Perlis, Malaysia. 2School of Materials Engineering, Kompleks Pusat Pengajian Jejawi 2, Taman Muhibbah, Universiti Malaysia Perlis, 02600 Jejawi, Arau, Perlis, Malaysia.
Hashemi, Foundations of Materials Science and Engineering, 4th ed., McGraw’s- Hill Book, 2006, pp. 28-36
Oyetoyan, Annealing Heat Treatment Effects on Steel Welds, Journal of Minerals & Materials Characterization & Engineering, 9 (2010), 547-557
Becky, The Science and Engineering of Materials, 2003
Zhao, Treatment of steel surfaces for effective adhesive bonding, Advances in FRP Composites in Civil Engineering, Springer Berlin Heidelberg, 2011, pp. 865-868

Small spacing tunnel’s the blasting excavation dynamic effect You Mo1,a, Bin Teng2, Zuyin Zou1, Lin Li3, b, Mei Zhong1 1Urban and Rural Construction College, Sichuan Agricultural University, Sichuan, Dujiangyan, 611830, China 2Chongqing Creation Vocational College, Chong Qing 402160, China 3School of Civil Engineering, Southwest Jiaotong University,Chengdu,Sichuan 610031,China amoyou775@163.com, blilin20023402@yahoo.cn Keywords: Small Spacing Tunnel; Blasting Excavation; Explicit Dynamic Finite Element Model Abstract.
In recent years, engineering technicians and relevant scholars have done a lot of research on the adjacent tunnel blasting control.
Chinese Journal of Rock Mechanics and Engineering, 2007, 26( 9): 1882-1887 ( in Chinese) [8] YI Chang-ping,LU Wen-bo.
Engineering Blasting, 2004,10(1):1-5.
Engineering Blasting, 2006, 12 ( 3): 30-32 ( inChinese)

[4] Fan Zhang, Rong-gen Pan and Shao-jun Yu, Study on engineering performance improvement of recycled concrete aggregates from old cement concrete pavement blocks, 2011 International Conference on Electric Technology and Civil Engineering (ICETCE), Lushan. (2011) 2621-2624
Ramli, Effect surface treatment of recycled concrete aggregate on properties of fresh and hardened concrete, 2013 IEEE Business Engineering and Industrial Applications Colloquium (BEIAC), Langkawi. (2013) 651-656
Wu, Mixed with lime powder on the performance test of autoclaved concrete, 2011 Second International Conference on Mechanic Automation and Control Engineering, Hohhot. (2011) 6606-6608
Patil, Geopolymer concrete A green concrete, 2010 2nd International Conference on Chemical, Biological and Environmental Engineering, Cairo. (2010) 202-206
Beregovoi, Heat-resistant porous composite based on ordinary clay for thermal insulation of hot surfaces, Key Engineering Materials. 736 (2017) 166-170

School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044, China; 2.
Chinese Journal of Geotechnical Engineering, 2007,29(9):1380-1385.
Chinese Journal of Geotechnical Engineering, 2006, 28(6):745-749.
Chinese Journal of Geotechnical Engineering, 2007,29(9):1409-1412.
Railway Engineering, 2011, 12:63-65.

Harbin Institute of Technology, Dissertation for the Doctoral Degree in Engineering, 2010. 6
Earthquake Resistant Engineering and Retrofitting, 2014, 36(2): 119-123
High-strength concrete columns confined by rectangular ties .Journal of Structural Engineering, ACSE, 1994, 120(3): 783-804
Journal of Structural Engineering, ASCE, 1988, 144 (2): 332-351
Journal of Structural Engineering, ASCE, 1998, 124(12): 1438-1447

Experimental Study of Triaxial Test of Gravel Soil in Yili's First Coal Mine Dejun Meng 1, Zhonghui Sun 1, Boyang Dou 1,a, Pengfei Han 1, Yanbing Wang 1 School of Mechanics & Civil Engineering, China University of Mining & Technology, Beijing 100083, China alemoond@qq.com Key words: gravel soil; triaxial test; water content; shear strength; consolidated drained Abstract.
The confining pressure value should be compatible with the engineering.
Journal of Geotechnical and Geoenvironemtal Engineering, 1998,124(5):25-38 [2] Vesic A S, Clough G W.
Engineering properties and application of coarse soils [M].
Subgrade Engineering, 2009, 6:132-133 [11] Gan Lin, Yuan Guo-guang.

A NetSLab Based Hybrid Testing Program for Composite Frame Structures with Buckling Restrained Braces Yurong Guo1,2,a, Xiaojing Zhu1,b, Zhimao Wang1,c and Zhongxi Zhang1,d 1College of Civil Engineering, Hunan University, Changsha, 410082, China 2Key Laboratory of Building Safety and Energy Efficiency, Ministry of Education, Changsha, 410082, China ayurongguo@hnu.edu.cn, bxiaojingzhu@hnu.edu.cn, cwzm_mzw@163.com, dzhongxi321@126.com Keywords: networked structural laboratory, hybrid testing, composite frame structure, buckling restrained brace.
Projects on collaborative research of earthquake engineering have been launched in different countries.
Network for Earthquake Engineering Simulation (NEES) project [1].
Network for earthquake engineering simulation.
Proceedings of 13th World Conference on Earthquake Engineering.

Liquefaction phenomenon belong to a generalized soil-structure dynamic interaction problem, an interdisciplinary research involving soil dynamics, structural dynamics, nonlinear vibration theory, earthquake engineering, geotechnical and structural aseismic engineering, computational mechanics, computer technology, etc [1].
Saturated Sand Liquefaction Mechanism and Influencing Factors The word “liquefaction” is defined by American Society of Civil Engineers as “a function or process of transforming material into a liquid” [3].
Soil Dynamics and Earthquake Engineering(2007).27( 6) : 521-540 [7] Shi Xu-chao, Fan Liang, Han Yang: Analysis on Sand Seismic Liquefaction Based on Support Vector Machine.
Chinese Journal of Rock Mechanics and Engineering(2005).24(22): 4139-4144
Journal of geotechnical engineering(1993). 15(6):53-58

The role of the new era of construction enterprises of scale analysis and its perfect reflection Limei Wang 1，a , Xikang Yan 2 1Langfang Teachers College of Architecture and Engineering, Langfang, Hebei, China,065000; 2 Hebei University of Civil Engineering College, Tianjin 300000 ahbwanglimei@163.com Keywords: enterprise fixed; construction technology; management; project cost; perfect measures.
Consumption of fixed engineering entities that constitute the entity's engineering division (item) engineering, materials, machine fixed consumption.
B Measures of consumption norms that contribute to the formation of temporary facilities engineering entities, technical measures such as fixed consumption.
Shanxi Architecture, 2005 (2) [2] 2006 edition, the project cost and pricing control, the national cost of training materials engineer qualification examination editorial board, China Planning Press, April 2006, P51
[3] Junhua Huang, the construction company fixed the level of test preparation and research, engineering master's degree thesis, Guangxi University, May 2008, P15.