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Huang2,b 1 Key Laboratory of Urban Stormwater System and Water Environment, Beijing University of Civil Engineering & Architecture, 1 Zhanlanguan Road, Xicheng District, Beijing, China 2 Beijing Municipal Environmental Monitoring Center, 14 Chegongzhuang West Road, Haidian District, Beijing, China a email:lihaiyan@bucea.edu.cn, bemail:huangyan2005@sina.com Keywords: Plan; case analysis; urban residential subdivision; water-scenery Abstract.
Landscape esthetics, architectural plan, water & wastewater engineering, environmental engineering, etc. are involved simultaneously in water-scenery construction in urban residential subdivision, which need integrated plan and design to be accomplished in the initial stage.
Wang: Water & Wastewater Engineering Vol. 29(5)(2003), p. 14 [2] S.C.
Guan: Water & Wastewater Engineering Vol. 30(10)(2004), p. 75 [4] W.Y.
Guan: Water & Wastewater Engineering Vol. 28(5) (2002), p. 56 [5] W.

Chai2,b, Rudi van Staden3,c, Hong Guan4,d 1,2,3Centre for Infrastructure Engineering and Management, Griffith University, Queensland, Australia 4Griffith School of Engineering, Griffith University, Queensland, Australia aperry_sii@yahoo.com,bg.chai@griffith.edu.au, cr.vanstaden@griffith.edu.au, dh.guan@griffith.edu.au, Keywords: Finite element analysis, doweled joint, concrete pavement, load transfer, dowel looseness, sublayer void Abstract: This paper evaluated an effect of dowel looseness on response of jointed concrete pavement using 3D finite-element analyses of rigid pavement systems that relies on an embedded formulation of a beam element.
“Component dowel-bar model for load-transfer systems in pcc pavement”, Journal of Transportation Engineering, ASCE, Vol. 121(3), pp.289-298 (1995)
[3] Ioannides, A.M. and Korovesis,G.T “Analysis and design of doweled slab-on-grade pavement systems” Journal of Transportation Engineering, ASCE, Vol. 118, pp.745-768 (1992)
“Effect of dowel looseness on response of jointed concrete pavement”, Journal of Transportation Engineering Vol. 126, pp.50-57 (2000)
Shu, Paving Materials and Pavement Analysis, Proceedings of sessions of GeoShanghai 2010 International Conference, Shanghai, China, June 3-5 2010, American Society of Civil Engineers Publications (2010)

Monaldi1,e 1 DICAM - School of Engineering and Architecture, Viale del Risorgimento, 2 - Bologna, Italy agiovanni.castellazzi@unibo.it, bcristina.gentilini@unibo.it, csusanna.casacci@unibo.it, cangelo.ditommaso@unibo.it, cmathias.monaldi@studio.unibo.it Keywords: Sequentially Linear Analysis, four tetrahedral finite element, brittle materials Abstract.
References [1] Castellazzi, G., Gentilini, C., Nobile, L., Seismic vulnerability assessment of a historical church: Limit analysis and nonlinear finite element analysis, Advances in Civil Engineering, vol. 2013, Article ID 517454, 12 pages, 2013. doi:10.1155/2013/517454
V., Sequentially linear modelling of local snap-back in extremely brittle structures, Engineering Structures 33 1617 1625 (2011) [11] Hendriks, M.A.N. and Rots, J.G, Sequentially linear versus nonlinear analysis of RC structures, Engineering Computations 30, 792 - 801 (2013) [12] Di Tommaso, A. et al.
Dynamic identification and seismic behaviour of the Ghirlandina Tower in Modena, Geotecnical Engineering, Napoli, (2013) [13] Di Tommaso, A.
[14] D'Ambrisi, A., Mariani, V., Mezzi, M., Seismic assessment of a historical masonry tower with nonlinear static and dynamic analyses tuned on ambient vibration tests, Engineering Structures, 36, 210-219 (2011).

Maria di Collemaggio, Engineering Structures, 129 (2016) 81-90
Prota, Confinement of Full-Scale Masonry Columns with FRCM Systems, Key Engineering Materials, 747 (2017) 374-381
Subramaniam, Confinement of Masonry Columns with PBO FRCM Composites, Key Engineering Materials, 624 (2015) 644-651
Corradi, Masonry Confinement using Steel Cords, Journal of Materials in Civil Engineering, 25:12 (2013) 1910-1919
Corradi, Behavior of masonry columns repaired using small diameter cords, Key Engineering Materials, 624 (2015) 254-265

Zhang: Geotechnical Engineering Technique, (2003) No.3, pp.129-133 (In Chinese)
Li: Journal of Engineering Geology, Vol.4 (1991) No.1, pp.45-51 (In Chinese)
Xun: Chinese Journal of Geotechnical Engineering, Vol.22 (2000) No.2, pp.210-213 (In Chinese)
Chen: Materials Science and Engineering, Vol.76 (2001) No.4, pp.62-64 (In Chinese)
[11] R J Moloisane: Journal of the South African Institution of Civil Engineering, (2014) , pp.28-39.

Integrated simulation test for distortion and failure of the top rock by seismic wave CT and resistivity method in mining workface model ZHANG Ping Song1,2, a, Li Yong Sheng1 and HU Xiong Wu2 1College of civil engineering, Tongji University, Shanghai, 20092, China 2School of earth and environment, Anhui University of science and technology, Huainan, 232001,China apszhang@sohu.com Keywords: overburden failure; integrated method with seismic wave and resistivity; simulation test; coal seam mining Abstract.
ZHANG: Shallow seismic wave prospecting technology in the underground engineering (China university of mining and technology press, Xuzhou 2008)(in Chinese)
CHEN, Chinese journal of rock mechanics and engineering, Vol 24 (2005), p.1289-1295 [4] G.
Chinese journal of rock mechanics and engineering, Vol 23(2004), p.2510-2513(in Chinese) [6] P.S.
Chinese journal of rock mechanics and engineering, Vol 28(2009), p.1870-1875 [7] J.L.

Analyzing on Bearing Performance Influence Factors of Step Cross-Section Pipe Pile Liu Jie1,a,Huang Fu-an1,b,Yang Qing-guang1,c, Cui Bin1,d 1 College of Civil Engineering, Hunan University of Technology, Zhuzhou, Hunan 412007, China a2860557969@qq.com, b40721799@qq.com, cyqg1210@126.com, d602188839@qq.com Keywords: Step cross-section pipe pile;Bearing capacity; Interaction;Finite difference model.
There was also a filling process of the pile lateral convex rib, and increased the complexity of the construction process; At the same time, added the convex rib of the surface of the pipe pile also increased the difficulty in production, these factors may be the reasons why the new type of ribbed prestressed pipe pile and bamboo pile were not widespread in the engineering application.
It has important theoretical significance and engineering application prospects.
[2] S.Yabuuchi: The Proceedings of the International Offshore and Polar Engineering Conference vol 1 (1994), P504
Madan: Eleventh Asian Regional Conference on Soil Mechanics and Geotechnical Engineering(1999),P237 [4] M.Huang, China patent: 02265809.(2003) [5] Z.Z.

Assessment of Damage Due to Earthquake-Induced Pounding Between the Main Building and the Stairway Tower Robert Jankowski1,a 1 Faculty of Civil and Environmental Engineering, Gdańsk University of Technology, ul.
Maison: Engineering Structures Vol. 19 (1997), p. 195
Wilde: Engineering Structures Vol. 22 (2000), p. 552
Jankowski: Engineering Structures Vol. 28 (2006), p 1149
Fenves: J. of Engineering Mechanics Vol. 124 (1998), p 892

Engineering Structures, 49: 1068 - 1088
Engineering Structures, 30 (9), 2448-2459
Engineering Structures, 51: 188-199
Journal of Bridge Engineering, ASCE, 11(3), 359-370
Journal of Structural Engineering, ASCE, 133(1), 44-56

The passive Control Seismic Strengthen About RC Frame Infilled Wall Structure Meng Qingli1, a, Chen Jun 2, b and Chu Chunyu 3, c 1Southwest University of Science and Technology, Mianyang 621010, China 2,3Institute of Engineering Mechanics, China earthquake administration, Harbin 150080, China aiemqlmeng@126.com, bcarey0116@163.com, cchunchunyu@163.com Keywords: RC frame infilled wall structure; damper; seismic strengthen; the performance-based seismic theory.
Brief introduction of the aseismic strengthen methods for the RC frame structure There are many strengthen methods of the RC frame structure, here are three traditional strengthen methods which are widely used in the practical engineering and one emerging passive control of aseismic strengthening method.1.
Pasting carbon fiber strengthen method. [7] At present, the traditional seismic strengthening method has been basically mature and widely used in engineering practice.
References [1] Code for seismic design of Industrial and civil buildings (TJ11-78), pubilshed by China Architecture & Building Press in Beijing (1978) [2] General rule for performance-based seismic design of buildings (CECS 160:2004), pubilshed by China Planning Press in Beijing (2004) [3] Standard for classification of seismic protection of building constructions, pubilshed by China Architecture & Building Press in Beijing (2008) [4] Classification of earthquake damage to buildings and special structures (GB/T 24335-2009) , pubilshed by China Architecture & Building Press in Beijing(2009) [5] Li ke, Wei Yanliang, in: Review of seismic retrofit methods of reinforced concrete structures, the fourth issue of Earthquake Engineering and Engineering Vibration (2005), p. 126-129 [6] Liu Ming, Application and some problems of structural vibration control, the fourth issue of Journal of Chang'an University (2003), p.5-7 [7] Xue Yantao, Fan Surong, in Reviews on Seismic Strengthening
of Existing Structures in Our Country, the eighth issue of Construction & design For Project (2006), p.19-22 [8] Xiao Zhi, in Study on Seismic Appraiser and Energy Dissipation and Vibration Absorption Retrofit Method of RC Frame Structure, in ChongQing University in Chong Qing (2006) [9] Yang Jun, in Displacement-Based Design Theory and Method of Reinforced Concrete Frame Structure, in Xi’an University of Architecture and Technology in Xi’an (2007) [10] Zhang Jingbao, Pan Baoyu, in Methods and Development of Present Aseismic Retrofitting, the first issue of Earthquake Resistant Engineering and Retrofitting (2005), p. 56-62 [11] Hashemi, S.A. and Mosalam, K.M., in: Seismic Evaluation of Reinforced Concrete Buildings Including Effects of Infill Masonry Walls, in Pacific Earthquake Engineering Research Center, PEER(2007), p. 100 [12] Chu Chunyu: The study on infilled walls effect in RC Frame infilled wall structure, in Institute of Engineering Mechanics, China earthquake administration