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Teixeira2,c 1Laboratório Nacional de Engenharia Civil, Hydraulics and Environment Department, Av. do Brasil, 101, 1700-066, Lisbon, Portugal 2Universidade Federal do Rio Grande, Engineering School Av.
Fredsøe, Hydrodynamics around cylindrical structures (Revised edition), Advanced Series on Ocean Engineering, 26, World Scientific, Singapore (2006)
Veltri, New model to determine forces at on-bottom slender pipelines, Coastal Engineering, 3 (2010) 267-280
Losada, Realistic wave generation and active wave absorption for Navier-Stokes models Application to OpenFOAM®, Coastal Engineering 71 (2013) 102-118
Neves, A 3D numerical wave tank for coastal engineering studies, Defect and Diffusion Forum 372 (2016) 1-10

Drift Concentration of a Three-Story Special Concentrically Braced Frame with Strongback under Earthquake Loading Chui-Hsin CHEN1, a *, I-Jung TSAI1, b, Yao TANG1, c 1Department of Civil Engineering, National Chiao Tung University, Hsinchu, 300 Taiwan achchen.nctu@gmail.com, ba0917912038@gmail.com, cyao771124.cv96@g2.nctu.edu.tw Keywords: Soft story, SCBF, Strongback, Stiffness factor, Strength factor.
Pister, Seismic Behavior of Concentrically Braced Frames, UCB/EERC-88/01, Earthquake Engineering Research Center, University of California, Berkeley, CA, 1988
Sabelli, Research on Improving the Design and Analysis of Earthquake-Resistant Steel-Braced Frames, Earthquake Engineering Research Institute, PF2000-9, Oakland, CA, 2001
National and 10 th Canadian Conference on Earthquake Engineering, Paper No. 1400, Toronto, Canada, 2010
Mahin, Towards Earthquake Resistant Design of Concentrically Braced Steel Structures, PEER-2008/08, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2008

Anti-Seismic Capacity Analysis and Structural Appraisal ＆ Reinforcement of a Multi-story Masonry Building with Load-bearing of Longitudinal Wall Deyun Ma1,2,a, Yongzhi Zuo2,b, Haiwen Teng1,c, and Da Huo1,d 1The College of Architecture & Civil Engineering, Beijing University of Technology, Beijing, China, 100124 2Beijing Building Construction Research Institute, Beijing, China, 100039 amadeyun13@hotmail.com, bzuoyongzhi@tsinghua.org.cn, ctenghaiwen@hotmail.com, dhuoda@bjut.edu.cn Keywords: Load-Bearing 0f Longitudinal Wall; Structure System; Anti-Seismic Behavior; Reinforcing Design.
So in the appraisal and consolidation process, long-term economic costs of the practical engineering must be taken into account, and determine the reasonable following service life.
Case of Project Engineering situation.
Appraisal conclusions could not be determined blindly, and reinforcement should be carried out according to engineering practice.
Earthquake Resistant Engineering and Retrofitting, 2010.02,32(1):117-121

The Research on Computer Aided Design Combined with Product Design Wei Tian Department of Mechanical and Electric Engineering Weifang University Weifang, China tianwei666_2000@163.com Keywords: Product design; Computer aided design; Virtual reality technology Abstract.
AutoCAD can be used into a wide range of areas, such as engineering drawing’s constructional design, decorative design, artistic design, product design, water-power engineering, civil engineering and so on. 5.2 Rhinoceros Rhinoceros(Rhino)is the American Robert McNeel & Assoc company which developed powerful professional 3D shape modeling software based on NURBS(Non-Uniform Ra-tional B-Splines，it refers to the non-uniform rational B-Spline curves).It combines wonderfully the exactness of traditional CAD and the flexibility of modeling technology which is based on free curve.
But we use the virtual reality technology and holographic technology in the new model, and based on the results of the product of computer aided design (CAD) model and data and computer aided engineering simulation and analysis to product a kind of immersion feeling and sense of reality, and may carry on visual interactive virtual product prototype.
Based of Kansei engineering computer-aided intention assessent system [MS Thesis], Nanjing, Nanjing University of Aeronautics and Astronautics, 2009
Engineering Application of Artificial Intelligence, 2001, 9, (1) : 17-31

Recent Advances in Simulating Failure Evolution with the Material Point Method Zhen Chen1,2, a * and Xiong Zhang 3,b 1State Key Laboratory of Structure Analysis for Industrial Equipment, Department of Engineering Mechanics, Faculty of Vehicle Engineering and Mechanics, Dalian University of Technology Dalian 116024, China 2Department of Civil and Environmental Engineering, University of Missouri Columbia, MO 65211, USA 3Department of Engineering Mechanics, Tsinghua University, Beijing 100084, China achenzh@missouri.edu , bxzhang@tsinghua.edu.cn * corresponding author Keywords: Material Point Method, Failure Evolution, Discontinuous Bifurcation Analysis.
[2] Chen, Z., “Continuous and Discontinuous Failure Modes,” Journal of Engineering Mechanics, Vol. 122, pp. 80-82, 1996
[4] Chen, Z., and Fang, H.E., “A Study on the Link between Coupled Plasticity/Damage and Decohesion for Multi-Scale Modeling,” Journal of Mechanical Engineering Science – Proceedings of the Institution of Mechanical Engineers Part C, Vol. 215, pp. 259-263, 2001
[5] Chen, Z., Hu, W., and Chen, E.P., “Simulation of Dynamic Failure Evolution in Brittle Solids without Using Nonlocal Terms in the Strain-Stress Space,” Computer Modeling in Engineering & Sciences, Vol. 1, pp. 101-106, 2000

Moinul Haque Department of Civil & Environmental Engineering.
The CDMP survey classifies the Dhaka city construction type broadly into two categories: Engineered construction and Non-engineered construction and then to other subcategories which is presented in Table 1.
Table 1 The percentage of each construction type in Dhaka city   Bearing System Construction type classification Number Percentage (%) Percentage (%) Engineered Construction Frame RC, insignificant volume of infill 183 2.1 66.1 RC, significant volume of infill 5260 60.2 RC, slab-column construction 294 3.4 Structural steel, metal cladding 3 0.0 Frame+ Structural Wall RC, lift core & structural wall 36 0.4 Non Engineered Frame RC, lightly reinforced non engineered 937 10.7 33.9 Bearing Wall Clay Brick wall, concrete slab 1835 21.0 Clay Brick wall, steel roof truss 8 0.1 Other Steel roof truss with steel column 16 0.2 Steel roof truss with concrete column 6 0.1 Tin shed 139 1.6 Bamboo structure 23 0.3 Building Use. he buildings usage is divided into three categories in the surveys: residential, mostly residential and mostly commercial.
These results are based on rebar test data gathered from Bureau of Research Testing & Consultancy (BRTC) of Bangladesh University of Engineering & Technology(BUET) over 4 years period from 2006 to 2010.
:The impact of epistemic uncertainty on an earthquake loss model,” Earthquake Engineering and Structural Dynamics, Vol. 34 (2005) No.14, p.1653.

., Special Issue on Resilience-Based Analysis and Design of Structures and Infrastructure Systems, Journal of Structural Engineering. (2016) C2016001
F., A bridge network maintenance framework for Pareto optimization of stakeholders/users costs, Reliability Engineering & System Safety. 95 (2010) 1230-1243
D. & Silveira, P., Multivariate statistical analysis for early damage detection, Engineering Structures. 56 (2013) 273-285
M., Structural parameter estimation incorporating modal data and boundary conditions, Journal of Structural Engineering. 125 (1999) 1048-1055
[11] Sanayei, M., Wadia-Fascetti, S., Arya, B. & Santini, E., Significance of Modeling Error in Structural Parameter Estimation, Special issue of the International Journal of Computer-Aided Civil and Infrastructure Engineering devoted to Health Monitoring of Structures. 16 (2001) 12-27

Korolev, New radiation-protective binder for special-purpose composites, Key Engineering Materials. 683 (2016) 318-324
Potapov, Effective building composites and designs on their basis with a complex of the set properties, Industrial and Civil Building. 9 (2010) 9-11
Omarov, Physico-mechanical properties of a new ceramic material, Mechanical Engineering and an Engineering Education. 4(29) (2011) 30-34
Kaloop (Eds.), Advanced Materials, Structures and Mechanical Engineering.
Proceedings of the International Conference on Advanced Materials, Structures and Mechanical Engineering, South Korea, 2016, pp. 393-398

The close cooperation between the host and other joint organizers including the University of Jinan, State Key Laboratory of Bioreactor Engineering (East China University of Science and Technology), and Hengyang Normal University have made feasible the completion of this conference.
Finally, with the deepest feeling, I want to express my special thanks to Key Engineering Materials for generous support of the congress.
Corresponding to: Songjun Li Distinguished Professor School of Materials Science & Engineering Jiangsu University Zhenjiang 212013 Jiangsu Province, China Email: Lsjchem@mail.ujs.edu.cn Committees Chairmen Chairs Professor Alaa Abd-El-Aziz President, Professor and Vice-Chancellor, University Prince Edward Island, Canada President, International Union of Advanced Materials Co-Editor-in-Chief, J.
Turner Foreign Member, USA National Academy of Engineering Editor-in-Chief, Biosensors & Bioelectronics (Elsevier; IF 5.6) Chairman, World Congress on Biosensors Professor, IFM-Linköping University, Sweden Professor Wei Huang Member, Chinese Academy of Sciences President and Professor, Nanjing University of Technology, China Secretaries-General Professor Martel Zeldin Co-Editor-in-Chief, J.
Korea) Sponsors Jiangsu University University of Jinan State Key Laboratory of Bioreactor Engineering (East China University of Science and Technology) Hengyang Normal University Journal of Inorganic and Organometallic Polymers and Materials (JIOPM; Springer), Monatshefte für Chemie - Chemical Monthly (CM; Springer) Journal of the Chinese Advanced Materials Society (JCAMS; Taylor Francis) Journal of Energetic Materials (JEM; Taylor & Francis) Journal of Nano Research (JNanoR; Trans Tech) Polymers & Polymer Composites (PPC; Smithers Rapra) Current Organic Chemistry (COC; Bentham Science) Key Engineering Materials (KEM; Trans Tech) The Open Electrochemistry Journal (TOEJ; Bentham Science) American Journal of Environmental Science (AJES; Science publications).

Leaching of Heavy Metals Using Tclp And Splp Method From Fired Clay Brick Incorporating With Mosaic Sludge Aeslina binti Abd Kadir1,2,a, Nur Athirah Ideris2,b and Ahmad Shayuti Abdul Rahim3,c 1Department of Environmental Engineering and Water Resources, Universiti Tun Hussein Onn Malaysia (UTHM), 86400 Parit Raja, Batu Pahat Johor, Malaysia 2Center of Excellence Geopolymer and Green Technology (CEGeoGTech), School of Materials Engineering, Universiti Malaysia Perlis (UniMAP), Perlis, Malaysia 3 Department of Environmental Engineering and Water Resources, Universiti Tun Hussein Onn Malaysia (UTHM), 86400 Parit Raja, Batu Pahat Johor, Malaysia aaeslina@uthm.edu.my,batiyalurve89@gmail.com, cmad_sha89@yahoo.com Keywords: Mosaic sludge, Bricks, Compressive strength, leachability, heavy metal Abstract.
Thus, the value of compressive strength of the fired clay brick was complied with the standard and acceptable for application as an engineering brick.
The authors would like to thank the Faculty of Civil and Environmental Engineering, UTHM for this study.
Jurnal Teknologi, School of Chemical Engineering, Engineering Campus, Universiti Sains Malaysia, 95–101
International Journal of Integrated Engineering, Vol. 4 No. 2 (2012) p. 1-8