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Stability Analysis of Plate-cone Reticulated Shell Xing Wang School of Architecture and Civil Engineering, Ningbo University of Technology, Ningbo, Zhejiang, 315016, China wyuqi425@163.com Keywords: Stability analysis, Plate-cone reticulated shell, Geometrical nonlinearity, Structural ductility, Strength reserve.
[6] Ying S.G., Nonlinear analysis of stability and exeperimental study for composite reticulated shell, Journal of Civil Engineering, 6 (1996).

Experimental Study on Full-scale Segment Model of Huaian Cable-stayed Bridge Pylon Hongyuan Tang 1, a, Shaoping Meng 2, b 1College of Architecture and Civil Engineering, Xihua University, Chengdu 610039, China 2College of Civil Engineering, Southeast University, Nanjing 210096, China asteventhy@163.com, bcardosomeng@sina.com, Keywords: cable-stayed bridge; bridge pylon; full-scale model test.

Research on Polypropylene Fiber and Mineral Admixtures on Fluidity of Cement-based Materials Xue Fei Li 1,a, Tao Guo 2,b 1,2Hebei Institutie of Architecture and Civil Engineering, Civil Engineering Department, Zhang Jiakou, Hebei, China aconcreteman2008@sina.com, bgtyuanyuan@sina.com Keywords: Polypropylene, Cement, Fly ash, Liquidity Abstract.

A structural identification method based on recurrent neural network and auto-regressive and moving average model Jing Xu1, 2,a, Xiuli Wang1,b 1 College of Civil Engineering , Lanzhou University of Technology, Gansu, Lanzhou, 730050, China 2 College of Civil Engineering , Qingdao Technological University, Shandong, Qingdao, 266033, China ajingxu180@163.com, bwangxl@lut.cn Keywords: recurrent neural networks; auto-regressive and moving average model; structural identification; nonlinear mapping Abstract: The work presented a structural identification method based on recurrent neural network and auto-regressive and moving average model.

., Moscow, 129337, Russia, MoscowStateUniversity of Civil Engineering anovikov.mgsu@gmail.com, bstadyo@stadyo.ru Keywords:damage detection, parameterized and adaptedfinite element model, test bench, defect, measured dynamic characteristic, mode shape, standing waves method, ill-posedness Abstract.The distinctive paper is devoted to approbation of new defect identification methodologybased on the dynamiccharacteristics of real construction.
Nagibovich [et al.] // International Journal for Computational Civil and Structural Engineering – 2012. – Volume 8. – Issue 3. – p.28-42.

Geotechnical Seismic Isolation System - Further Experimental Study Wei Xiong1,a, Mingren Yan1,b, and Yaozhuang Li1,c 1Institute of Disaster Prevention and Safety Technology, College of Civil Engineering, Central South University, China abbbear2002@gmail.com, bsinymr@sina.com, cliyz@csu.edu.cn Keywords: geotechnical seismic isolation (GSI) system, rubber-sand mixture (RSM), experimental study, shaking-table test Abstract.
Tan: China Civil Eng.
Tsang, in: Earthquake Engineering: New Research.

Research for Structural Damage Identification Method Based on Stable Time Series and Principal Component Analysis LU Jingzhou1, a, WANG Jiachen1,b, ZHU Xu1,c 1School of Civil Engineering, Yantai University, Yantai, 264005, China alujingzhou@sina.com, bwangjc1014@sina.com, c347618099@qq.com Keywords: Damage Identification, Time Series, Principal Component, Frameworks Abstract.
Kottapalli, in: Proceedings of Ninth International Conference on Application of Statistics and Probability in Civil Engineering, San Francisco, CA(2003) [5] T.K.

The stress compared with the engineered state, is an important basis of CSTS monitoring in bridge construction.
Firstly, find the most adverse section under load through the finite element, analysis by MIDAS/CIVIL software.
Xuexia Yuan, Weiliang Jin, submitted to Journal of China Civil Engineering Journal, 2006, vol.39(5).

On the stability capacity of Steel tube filled with steel-reinforced concrete column Subject to axial compression Xiao Liu1, 2,a , Lei Zhao1,b 1 School of Architectural and Civil Engineering, Shenyang University, Shenyang, 110044,China 2 Department of Civil Engineering, Tsinghua University , Beijing , 100084,China a liuxiao19740701@sina.com, b bysjtm@163.com Keywords: steel tube filled with steel-reinforced concrete; axial compression; stability coefficient; slenderness ratio.

Explosion Resistance Investigation into Sandwich Structure of Steel Fiber Reinforced Concrete Support Plate Wang Xinwu Department of Civil Engineering, Luoyang College of Technology Luoyang 471023, China wxw197100@sina.com Keywords: support; thin sandwich structure; penetration plate; explosion test; steel fiber reinforced concrete Abstract.
In this paper, a new structure type of the steel fiber reinforced concrete sheet sandwich structure was introduced, the impact factors of explosion resistance for these structures were studied, and the research results provide technical support for the application of these structures in air defense engineering Organization of the Text Testing Program The main purposes of this experiment were to explore the effect of support beam in thin sandwich structure on protective performance.
From the experimental phenomena and the analysis of test results, the main conclusions were summarized as following: (1) For the dug-type civil air defense works, if it uses the steel fiber laminate sandwich structure, the protective layer can increase a resistance level at the uniform thickness