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Analysis on dynamic failure of steel cable-stayed double-layer grids under strong earthquake Ding Wang 1, a, Haiwang LI 1, b*, Jing Liu 1, c 1 Department of Civil Engineering, Taiyuan University of Technology, 79 Yingzexi Street, Taiyuan, 030024, China a84896793@qq.com, blhwtut@126.com (corresponding author), ccimeng2005@163.com Keywords: Strong earthquake action, Steel cable-stayed double-layer grids, Elasto-plastic dynamic response, Plastic hinge, Seismic performance Abstract: In this paper, the analysis on dynamic failure behaviors of steel cable-stayed double-layer grids used in a gymnasium with the function of earthquake victim shelter is carried out under EL-centro wave with SAP2000, and the appraisal results on their anti-failure performances are presented under strong earthquake action based on the plastic-hinge theory.
[2] Civil King Software Technology Co., Ltd.

Identification of liquor brands based on near infrared spectroscopy Lianshun Zhang1, a, Chao Guo1, a, Baoquan Wang2,b 1College of Science, Civil Aviation University of China, Tianjin China 2School of Mechanical and Electronical Engineering , Dezhou University, Shandong China alianshun1963@aliyun.com, bdzxywbq@sina.cn Keywords: Near infrared spectroscopy, Multiplicative scatter correction method, Principal component, Identification of liquor brands.
Acknowledgements This work was supported by the Basic Operational Outlays for the Research Activities of Centric University, Civil Aviation University of China (Grant No.

The Seismic Analysis of an Exhibition in Shanxi Z.LV1 1 Department of Civil Engineering, Taiyuan University of Technology79, Yingzexi Street, Taiyuan, 030024, China Key words: irregular hybrid structure; elastic analysis; elastoplastic analysis; seismic measures Abstract: In order to quantify the goal of earthquake-proof, such as minor earthquake, earthquake repair and earthquake does not fall, the project will analyze the seismic performance in three stages according to the sub-structure of small earthquakes, moderate earthquake, large earthquake.
[2] Civil King Software Technology Co., Ltd.

Journal of material in civil engineering, 2002, 14(3):191-209 [4] Sebastian Swiatecki.
Use of FRP composites in civil structural applications[J].

Neves Aprígio Veloso 882, Cidade Universitária - 58109-970, Campina Grande - PB E-mail: mel_lbr@yahoo.com.br, gelmires@dema.ufcg.edu.br Materials Engineering Department Federal University of Campina Grande Keywords: Granite, kaolin, residue, ceramic tile ABSTRACT Recycling of residues from different industrial process as new raw materials has been studied by several institutions to be applied in the production of ceramic bricks, roof tile.
There is no commercial value for the residue from ornamental rocks industry, but it can be used as an important component of the clay paste in the manufacture of ceramic products to civil construction.
Some works described in the literature has showed that is perfect possible to recycling industrial residues as component of ceramic paste to make ceramic products to civil construction [5, 6].

So the numerical method is helpful to describe the flow field as figures clearly and design bubbler devices in air-lift engineering applications.
This method can be helpful to describe all flow fields as figures clearly and design bubbler devices in air-lift engineering applications.
Coastal Engineering Proceedings, 1968, 1(11)
Coastal Engineering Proceedings, 1974, 1(14)
Canadian J. of Civil Engineering, 1978, 5:231-238

Study on Micro-structure of Loess under One-dimensional Consolidation Gao ling-xia1, 2a, Luan Miao-tian2,b and Yang Qing2,c 1 Institute of Geotechnical Engineering, School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian, 116024, China 2 School of Civil and Architecture Engineering, Dalian Nationalities University, Dalian, 116600, China a gaolingxia2006@126.com, b Mtluan@dlut.edu.cn, c Yangqing@dlut.edu.cn Key words: loess; one-dimensional consolidation; micro-structure change; principal component analysis Abstract.
[2] Kawaragi, Chie, Yoneda, Tetsuro, Sato, Tsutomu,et al: Engineering Geology, Vol.106(2009), p. 51-57
[6] FANG Hou-guo, LIU Ping-hui, YUAN Zhi-gang: Hydrogeology and Engineering Geology, Vol.28, No.2(2007), p49-52, 56, in Chinese
[8] HU Xin, SUN Qiu, HONG Bao-ning, et al: China Harbour Engineering, No. 5(2006), p. 16-18, 32, in Chinese
[10] LI Shun-qun, ZHENG Gang, CUI Chun-yi, et al: Chinese Journal of Geotechnical Engineering.

Chinese Journal of Geotechnical Engineering(supp.2), 2010( 32) : 232-235.
Hangzhou: Institute of Architecture and Civil Engineering, zhejiang university , 2004.
Engineering Mechanics, 2003, 20(4): 9–14.
Conference Proceedings of the Third China geotechnical and engineering[C], Chengdu,2009.
Chinese Journal of Underground Space and Engineering, 2001(5) : 450-454.

Fatigue Behavior of Elastic Concrete- Steel Composite Beams Yi Hong Wang 1, a, Qing Hua Han 1, 2, b 1 School of Civil Engineering, Tianjin University, Tianjin 300072, China 2 Key Laboratory of Coast Civil Structure and Safety of Ministry of Education, Tianjin University, Tianjin 300072, China awangyihong_tumu@163.com, bqhhan@tju.edu.cn Keywords: Elastic Concrete, Crumb Rubber, Composite Beams, Studs, Stress Amplitude, Fatigue Life Abstract.
Wang: Engineering Mechanics, Vol. 29 (2012) No.6, p. 1-11.
[21] Zhengzhou Engineering Institute.
Gubana: Journal of Structural Engineering, Vol. 1 (1997) No.2, p. 145-150
Lai: Journal of Structural Engineering, Vol. 1 (1997) No.6, p. 765-771

The Study of Improved Silty Sand with Stone Columns under Consolidation Condition Asarut Noorak1,a*, Marupatch Jamnongwong1,b, Uthairith Rochanavibhata1,c 1Department of Civil Engineering, King Mongkut’s University of Technology, North Bangkok, Bangkok, Thailand a*s6601081911020@email.kmutnb.ac.th, bmarupatch@hotmail.com, cuthairith.r@eng.kmutnb.ac.th Keywords: Ground improvement, stone column, stress concentration ratio, column efficacy, settlement.
Mir, “Some studies on the effect of fly ash and lime on physical and mechanical properties of expansive clay,” International Journal of Civil Engineering, vol. 13, no. 3–4, 2015
Huber, “Performance of a stone column foundation,” Journal of Geotechnical Engineering, vol. 111, no. 2, 1985, doi: 10.1061/(ASCE)0733-9410(1985)111:2(205)
Dasaka, “Some Laboratory and Numerical Studies on the Behaviour of Stone Columns Installed in Mumbai Marine Clay,” in Sustainable Civil Infrastructures, 2018. doi: 10.1007/978-3-319-61902-6_11
Amiri, “Investigation of the behaviour of geosynthetic-reinforced stone columns,” Proceedings of the Institution of Civil Engineers: Geotechnical Engineering, vol. 173, no. 6, 2020, doi: 10.1680/jgeen.19.00161