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Paradisi, Build4future –Interdisciplinary Design: From the Concept through Production to the Construction Site, Proceedings of the 1st International Workshop on Design in Civil and Environmental Engineering, 1 - 2 April 2011, KAIST, Korea, pp. 52-62
Rauch, On-site oriented capacity regulation for fabrication shops in Engineer-to-Order companies (ETO), Proceedings of the 9th CIRP Conference on Intelligent Computation in Manufacturing Engineering, 23 - 25 July 2014, Capri (Naples), Italy
Koskela, Application of the new production philosophy to construction, Technical Report No. 72, Center for Integrated Facility Engineering, Department of Civil Engineering.
Rauch, Implementing Lean in Engineer-to-Order Manufacturing: Experiences from a ETO Manufacturer, in: V.
Isack, Re-engineering through pre-assembly: client expectations and drivers, Building Research & Information, 31/2 (2003) 146–60

Study on Effect of FRP Reinforced Manners on Seismic Performance of Concrete Frame Structure PENG Yaping1, a, MA Ming 1, b and CHEN Mingxiu1, c 1 School of Civil Engineering and Architecture, University of Jinan, Jinan, China a cea_pengyp@ujn.edu.cn , bhuar-@163.com, ccmz698896@163.com Abstract Many studies showed that FRP bonded to the concrete beams and column surface can effectively enhance the mechanical properties of members, and FRP reasonably bonded to the beam-column joint area can significantly improve the seismic performance, but not enough studies have been carried out on the overall mechanical properties in structure after the framework members are partially covered with FRP.
The study or solution on the above problems represents relatively great theoretical significance and engineering practice value.
ACI Journal Engineering Structures, 24:1397-1407
"Seismic behavior of a full-scale RC frame repaired using CFRP laminates. " Engineering Structures, 27,769-780 [3] Costas, P, Antonopoulos, Thanasis, C, and Triantafillou, M (2003).
"Applications and development of fiber-reinforced polymer in engineering structures. " China civil engineering journal, 39(3), 24-36.

Cyclic Triaxial Tests of Saturated Clay and Stability Numerical Analysis of Inland Waterway Slope under Effect of Ship Wave Yuan-Zhan Wang1,a, Xu-Fei Liu1,b, Zhi-Kai Zhang1,c, Dian-Guang Ma1,2,d 1 School of Civil Engineering, Tianjin Key Laboratory of Port and Ocean Engineering, Tianjin University, Tianjin 300072, China 2 Key Laboratory of Engineering Sediment of Ministry of Communications; Tianjin Research Institute of Water Transport Engineering, Tianjin 300456, China ayzwang@tju.edu.cn, bxufeiliu@tju.edu.cn, czkzhang@tju.edu.cn, ddianguangma@163.com Keywords: saturated clay, dynamic characteristics, inland waterway, ship wave, stability numerical analysis Abstract.
The value about the shear strength discounting ratio of the clay is greater than the value of general soft clay at the bottom of the sea[6], which is determined by the special engineering properties of the clay.
Meanwhile, the soil locates in border position of unsaturated soil and saturated soil and has similar engineering properties with upper unsaturated soil.
In practical engineering, slope protection measures are needed to dissipate waves and enhance soil strength to abate harm of ship wave.
References [1] Kazuya Yasuhara, Toyotoshi Yamanouchi, Kazutoshi Hirao: Soils and Foundations, (1982), p.77 [2] Jian ZHOU, Xiaonan GONG: China Civil Engineering Journal, (2000), p.75 (In Chinese) [3] Jun WANG, Yuanqiang CAI: Chinese Journal of Rock Mechanics and Engineering, (2008), p.331 (In Chinese) [4] Yong ZHANG, Lingwei KONG, Aiguo GUO, Xiongwei LI: Rock and Soil Mechanics, (2009), p.1542 (In Chinese) [5] Yingping CHEN, Bo HUANG, Yunmin CHEN: Chinese Journal of Geotechnical Engineering, (2005), p.1065 (In Chinese) [6] Shuwang YAN, Xiaowei FENG: Journal of Tianjin University, (2010), p.943 (In Chinese) [7] SL 237-1999, Geotechnical Testing Rules [S] [8] Idriss.I.M., Dobry R., Singh.R.D. : J.Soil Mech, and Found.

D. (2011), “ Effect on recycled aggregate on concrete properties”, International Journal of Earth Science and Engineering, Vol. 4, Issue 6, pp. 52-57
[5] Anikets Aphale and Sheetaz A.Sahare (2016), “ Efffect of Particle size of recycled Glass on concrete properties” , International Journal of Advances in Mechanical and Civil Engineering, Vol.3, Issue 5
[14] Liam Hooi and Phang Min (2017), “ Potential of substituting waste glass in aerated light weight concrete”, Proceedia Engineering Journal, Vol 17, pp 633-639
Zain (2014), “Use of Waste Glass as Coarse Aggregate in Concrete: A Possibility towards Sustainable Building Construction”, International Journal of Civil and Environmental Engineering, Vol. 18, Issue10
“Development of eco-friendly engineered cementitious composites using glass aggregates: Shrinkage properties”, Cleaner Engineering and Technology Journal, Vol. 5.

Multidisciplinary Design Optimization (MDO) is a kind of specific expression and practice techniques of concurrent engineering in the design stage.
Such as the application projects (HSCT2.1-HSCT3.5) which using self-developed framework FIDO in the high-speed civil transport from 1992 to 1997; The high-speed civil transport (HSCT4.0) project using self-developed the framework CJOpt from 1998 to 2000; The application of commercial software iSIGHT in the low-noise rotary wing aircraft, reusable rocket (RLV), AeroSpike project from 1999 to 2001; The application research which used the commercial software ModelCenter ELVIS and the advanced Engineering environment (AEE) from 2000 to 2002; U.S.
According to this paper, the MDO technology still has a broad application space, and should not be limited to the field of engineering design.
The Role of Concurrent Engineering in Weapons System Acquisition, Report R-338, IDA, Washington, DC, 1988
Integration Infrastracture for a Simulation-Based Design Environment Procedings of the Computers in Engineering Conference and the Engineering Data Symposium ASME Design Theory and Methodogy Conference, Boston, MA, 1995,8:9 - 20

Analysis on the impact of the constitutive model of train’s vibration in shield tunnel Quan Xiaojuan1, a*, Guo Xinming2,b，Shi Kai3,c 1 Key Laboratory of Transportation Tunnel Engineering, Ministry of Education,Southwest Jiaotong University, Chengdu 61003 2 Key Laboratory of Transportation Tunnel Engineering, Ministry of Education,Southwest Jiaotong University, Chengdu 61003 3 Key Laboratory of Transportation Tunnel Engineering, Ministry of Education,Southwest Jiaotong University, Chengdu 61003 email aquanxiaojuan@home.swjtu.edu.cn, bguoxinming@163.com, cshikai0625@163.com Keywords: high-speed train vibration ；the shield tunnel’s dynamic response ；saturated and soft soil; Abstract.
Chinese Journal of Rook Mechanics and Engineering，2004， 23( 13) : 2292-2297
Chinese Journal of Rook Mechanics and Engineering，2005，24( 23) : 4259-4265
Chinese Journal of Rook Mechanics and Engineering，2006，25( 7) : 1337 － 1342
Changsha: School of Civil Engineering，Central South University，2010．

Performance of an Oscillating Water Column Wave Energy Converter Integrated with Three Types of Harbor Protection Structures Eric Didier1,a* and Paulo Roberto de Freitas Teixeira2,b 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.
Acknowledgements The authors acknowledge the cooperation between Universidade Federal do Rio Grande—FURG, Brazil, and Laboratório Nacional de Engenharia Civil—LNEC, Portugal.
Dalrymple, Water wave mechanics for engineers and scientists, Advanced Series on Ocean Engineering – Volume 2, World Scientific, 2000
Van Gent, Stationary and oscillatory flow through coarse porous media, Communications on Hydraulic and Geotechnical Engineering, Report Nº 93-9, Faculty of Civil Engineering, Delft University of Technology (1993)
Part I: Formulation and validation, Coastal Engineering 83 (2014) 243-258

Load Capacity of an Internal Slab-Column Connection depending on the Geometric Parameters of the Reinforcement Barbara Wieczorek1,a* 1 Department of Theory of Building Structures, Faculty of Civil Engineering, Silesian University of Technology, Akademicka 5 st.,44-100 Gliwice, Poland abarbara.wieczorek@polsl.pl Keywords: reinforced concrete structure, slab-column connections, punching, progressive collapse, two-way slabs structural integrity reinforcement, experimental research Abstract.
The technical and engineering procedure of modelling a flat slab of reinforced concrete slab-column structures is presented in [13].
Ph.D. thesis, School of Architecture, Civil and Environmental Engineering, Ecole polytechnique fédérale de Lausanne (EPFL), Switzerland, 2010
Wieczorek, Idea of a simplified model to determination of the load capacity of an inner slab-column connection after its punching, Procedia Engineering, Volume 65, 2013
Wieczorek, Concept of shell-beam model of slab-column connection based on analysis of the 3D model, Procedia Engineering, Volume 65, 2013.

Numerical Modelling of Corroded RC Columns Repaired with High Performance Fiber Reinforced Concrete Jacket Fabio DI CARLO1,a *, Alberto MEDA1,b and Zila RINALDI1,c 1Department of Civil Engineering and Computer Science Engineering, University of Rome “Tor Vergata”, via del Politecnico 1, 00133, Rome, Italy adi.carlo@ing.uniroma2.it, balberto.meda@uniroma2.it, crinaldi@ing.uniroma2.it Keywords: reinforcement corrosion; r.c. columns; cyclic tests; numerical analysis; high performance fiber reinforced concrete; jacketing.
Acknowledgments The research was developed within the activities of “Rete dei Laboratori Universitari di Ingegneria Sismica” - ReLUIS, funded by the Italian Department of Civil Protection - Executive Project 2014-2016.
Structure and Infrastructure Engineering.
Meda, Retrofitting of R/C Shear Walls by means of High- Performance Jackets, Engineering Structures, 31, 12 (2009) 3059-64
Meda, HPFRC Jacketing of non seismically detailed RC corner joints, Journal of Earthquake Engineering, 19, 1 (2015) 25-47

., Lutsk 43025, Ukraine 2National University of Civil Defence of Ukraine, 94 Chernishevska str., Kharkiv 61023, Ukraine 3Odessa State Academy of Civil Engineering and Architecture, 4, Didrihsona str., Odessa, Ukraine, 65029 4O.M.
Pasternak, Boundary element modeling of pyroelectric solids with shell inclusions, Mechanics and Mechanical Engineering, 22 (2018) 727–737
Archives of Materials Science and Engineering, 94 2 (2018) 49–54
International Journal of Engineering and Technology(UAE). 7(3) (2018) 382–387 [43] A.
International Journal of Engineering and Technology(UAE). 7(3) (2018) 494–500 [45] O.