Search results

Seismic behavior of RC low-rise shear wall with vertical mild steel-lead energy dissipation strips Zhang Jianwei1,2, a, Cao Wanlin1,b and Dong Hongying1,c 1College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124 2Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing, 100124 azhangjw@bjut.edu.cn, bwlcao@bjut.edu.cn, cdonghy@bjut.edu.cn Key words: concrete, low-rise shear wall, vertical mild steel energy dissipation strip, vertical mild steel-lead energy dissipation strip, seismic behavior Abstract.
Vol.33(2) (2000), p. 18-23. ( in Chinese ) [5] Zhang Yaochun, Ding Yukun and Zhao Junxian: China Civil Engineering Journal.
Vol.42(7) (2009), p. 50-57. ( in Chinese ) [6] Jian Huanjun and Lv Xilin: World Earthquake Engineering.
Vol.16(3) (2000), p. 63-67. ( in Chinese ) [7] Kang Sheng, Zeng Yong and Ye Lieping: Engineering Mechanics.
Vol.18(2) (2001), p. 27-34. ( in Chinese ) [8] Cao Wanlin, Zhang Jianwei, Tian Baofa, et al: China Civil Engineering Journal.

Experimental and Simulation Study of a Hybrid Frame Structure with Viscous Dampers Zhang Hongmei 1,a, Lu Xilin 1,b and Meng Chunguang 2,c 1 State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China 2 Architecture Design & Research Institute of Tongji University, Shanghai 200092, China azhanghongmei@tongji.edu.cnl, blxlst@tongji.edu.cn, cmcg5000@163.com Keywords: high-rise building, viscous damper, shaking table test, nonlinear time-history analysis Abstract.
Table 1 Main similarity relationship of the model structure Physical parameter Dimension Elastic modulus Mass Time Frequency Acceleration Force Similarity relationship 1:15 1:5 1:3375 1:6.708 6.708: 1 3:1 1:1125 The shaking table model test was carried out on MTS shaking table in the State Key Laboratory of Disaster Reduction in Civil Engineering in Tongji University.
ACKNOWLEDGEMENT The authors are grateful for the financial support of the National Science Foundation of China (Grant No. 90815029, 51008226) , Kwang-Hua Fund for College of Civil Engineering in Tongji University.
Structural Engineering and Mechanics. 35 (2): 241-256 [2] Jiang HJ, Lu XL, Kubo T.
Structural Engineering and Mechanics. 33 (6): 709-724 [8] Kounadis A. (2009), “The Effect of Infinitesimal Damping on Neoconservative Divergence Instability Systems”.

Experimental Study on the Shear Capacity of Rabbet Cast-in-Place Prefabricated Beam Jianhua Xiao1,a*, Miao Liu2,b , Jinli Wang3,c and Abdulhamid Yakubu Anvah4,d 1-3School of Civil Engineering, Liaoning Technical University, China 4School of Civil Engineering, Liaoning Technical University, Nigeria axjhua55@163.com, bfuxinmiaoer@163.com, ckuki28@126.com, dabdulhamidyy@126.com Keywords: prefabricated beam, rabbet cast-in-place, shear capacity, prefabrication length, mechanical properties Abstract.
Engineering Structures, 99 (2015) 157- 172
International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering, 9 (2015) 607- 615
Engineering Mechanics. 5 (2009) 164-170
Engineering Mechanics,12 (2012) 342-348

Landolfo, “Seismic vulnerability and fragility of existing Italian industrial steel buildings” Open Civil Engineering Journal Open Access (2017) 11 1122-1137
Landolfo, “On the origin of I beams and quick analysis on the structural efficiency of hot-rolled steel members” Open Civil Engineering Journal Open Access (2017) M3, 332-344
Landolfo, “Time-Dependent Corrosion Wastage Model for Wrought Iron Structures” Journal of Materials in Civil Engineering, (2019) 31 (8), Article number 4019165
Ingegneria Sismica: International Journal of Earthquake Engineering (2018) 35(3), 104-120
Landolfo, “Seismic analysis of sheathing-braced cold-formed steel structures” Engineering Structures, (2012) 34, 538-547

Project Design of Dewatering for Deep Foundation Pit in Dalian Bailiang Guo1, b,Hongbin Liu1,a 1 School of Civil Engineering, University of Science and Technology Liaoning, Liaoning, China abinbinliu999@126.com, b908663979@qq.com Keywords: Deep Foundation Pit, Dewatering Design, Well-Points Dewatering Abstract.
In this paper, rube well dewatering is designed for the temporary project of foundation pit according to the engineering characteristics and stratum and underground water distribution with the deep foundation pit engineering as the background.
As a result, substantial foundation pit engineering occurs, and its depth increases constantly.
In this paper, combining certain foundation engineering in Dalian, the tube well dewatering technology of foundation pit is introduced.
References [1] Qin Lu and Jun Xiong : Low temperature Architecture Technology Vol. (2)(2005), p. 71 [2] Shengshen zhang: Shanxi Architecture Vol. 36(2010), p. 103 [3] Peng Deng, Xiaola Feng, Yan Tang and Jun Feng: Safety and Environmental Engineering Vol. 19(2012), p. 119 [4] Tianqiang Yao and Zhenhua Shi: Handbook of foundation pit precipitation(China Building Industry Press, Beijing2006) [5] Chen Yang,Shilan Wang and Caijun Li: Water Conservancy Science and Technology and Economy Vol. 15(2009), p. 273 [6] Liqing Wu: Electric Power Construction Vol. 24(2003), p. 26

Experimental study of recycled concrete aggregate for cement-stabilized macadam Huifen Wang a, Haiyan Liub and Zhaoran Xiaoc School of Civil Engineering and Architecture, Henan University of Technology, Zhengzhou, Henan, 450001, China awanghuifen2008@sina.com, bhyliu0708@163.com, ccexzr@163.com Key words: road engineering, cement-stabilized macadam, recycled concrete aggregate Abstract.
In this paper, the property of cement-stabilized macadam with recycled concrete aggregate was investigated, which can provide reference of guidance for practical engineering.
Journal of Traffic and Transportion Engineering, 1(2004), p15 (In Chinese) [2] Yan Wang, Fujian Ni, Zaixin Li.

Evaluation of Lining Damage Caused by Fire in Tunnels Yonglin An 1, a 1School of Civil Engineering, Hunan University of Science and Technology, Xiangtan 411201, China aanyongling@yahoo.com.cn Keywords: tunnel engineering, lining damage, evaluation Abstract.

Concrete is a material used all over the world for civil engineering but the mechanisms governing its dynamic behaviour are still not well understood.
[5] Toutlemonde F., Gary G. in “Dynamic Behavior of Concrete and Seismic Engineering”, ISTE, (2009), 1 – 54
J. of Impact Engineering, 35: 319–335

Research Progress of Plugging Agent in Construction Engineering Limin Wang 1,2,a, Zhenping Sun 1, b*, Xu Yang 1, c , Liangliang Shui 1, d, Haijing Yang 1, e and Wenxian Zhu 1, 2, f 1.
Key Laboratory of Advanced Civil Engineering Materials of the Ministry of Education, Tongji University, Cao'an Road 4800#, Jiading District, Shanghai 201804, P.R.China 2.
Shanghai Zhongcai Engineering Testing Co.
China alanyi5837@sina.com,bgrtszhp@163.com,ctjclyangxu@163.com, d linsonshui@126.com, eyanghaijings@tongji.edu.cn, fshzwx68@163.com *Corresponding author, Sun Zhenping, Professor, PhD at Key Laboratory of Advanced Civil Engineering Materials of the Ministry of Education, Tongji University.
Besides, some application principles and noteworthy matters in engineering were analyzed at well.

Effect of the Slope on the Undrained Bearing Capacity of Shallow Foundation Messaoud Baazouzi1, a*, Mekki Mellas1, b, Abdelhak Mabrouki1, c, Djamel Benmeddour1, d 1 Laboratory of Research in Civil engineering LRGC, University of Biskra, BP145 Biskra 07000, Algeria a messaoud.baazouzi@gmail.com, b m_mellas@yahoo.fr, c a.mabroukii@yahoo.fr, d benmeddourdj@yahoo.fr Keywords: Bearing Capacity, Strip Footing, Vertical Load, Finite Difference Analysis, Slope Abstract: The bearing capacity of shallow foundation near slope has always been one of the subjects of major interest in geotechnical engineering for researchers and practical engineers.
Foundation engineering handbook.
Journal of Geotechnical Engineering, ASCE. 115 (1989) 553-573
Civil Engineering Infrastructures Journal, CEIJ, 47 (2014) 89–109
Stability of Earth Slopes, Journal of the Boston Society of Civil Engineers, 24(1937): 197–247.