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Composite Joints Design - Migrating from Finite Element Models to Component Models Jong Wan Hu 1,a , Ji Woong Park2,b 1Assistant Professor, Department of Civil and Environmental Engineering, University of Incheon, Incheon 406-840, Republic of Korea (Corresponding Author) 2Masters Course, Department of Civil and Environmental Engineering, University of Incheon, Incheon 406-840, Republic of Korea a jongp24@incheon.ac.kr, b pooh2391@naver.com Keywords: Composite Joint, Finite Element (FE) Models, Partial Restrained (PR) Connections, Concrete Filled Tube (CFT) Columns.
Davide: Shape Alloy Devices in Earthquake Engineering: Mechanical Properties, Constitutive Modeling and Numerical Simulations, Master’s thesis, Rose School in Italy (2003).

Relative Importance of Hazards at Construction Sites Zahra Jabbarani Torghabeha, Seyyed Shahab Hosseinianb Aziruddin Ressangc Department of Structure and Materials, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81300 Skudai, Johor, Malaysia ajtzahra2@live.utm.my, bshseyyed2@live.utm.my, caziruddin@utm.my Keywords: Construction Safety, Hazards, Severity, Relative Importance index (RII) Abstract.
In: Proceedings of the 5th Asia-Pacific Structural Engineering and Construction Conference (APSEC 2003) 26-28 August 2003 Johor Bahru, MALAYSIA
Malaysian journal of civil engineering, Vol. 20 (2008) No.2, p.242

Adapting to Actual Conditions to Develop Advantage Co-op Model Shanghai University of Engineering and Technology is the pioneer to explore Co-op with perfect theoretical and practical research for more than 20 years.
Nanjing University of Aeronautics and Astronautics collaborated with Civil Aviation Administration of China and Aviation Industry Corporation of China to build Civil Aviation College
The enterprises invested 21.43 million RMB for student funds and 500 engineering and technical instructors to guide the students for practical learning. 600 teachers were sent to enterprise for practical learning each year.
Over 100 executives and engineer of the enterprise made lectures for students.

The Semi-Active Control Considering Structure-Basement-Pile-Soil Interaction Yantao Lia, Zhanxue Zhoub Hebei Institute of Architecture and Civil Engineering, Zhangjiakou, 075024, China alytao@hebiace.edu.cn, bzhanxuez@163.com Keywords: Interaction; Seismic Response; the Spline Subdomain Method; Magnetorheological (MR) Damper; Semi-Active Control.
Vol. 20 (2000),p.40(in Chinese) [4] Hailing Li, Xiurun Ge: Journal of Vibration and Shock.Vol. 19 (2000),p.63 (in Chinese) [5] Jingning Wu, Menglin Lou: Journal of Tongji University.Vol. 25 (1997), p.515(in Chinese) [6] H.Allison Smith,Wenhua Wu: Earthquake Engineering and Structual Dynamics.Vol. 26 (1997), p. 549 [7] H.D.Smith,W.H.Wu and R.I.Borja: Earthquake Engng.
Dyn. .Vol. 23 (1994), p.609 [8] Zhongxian Li, Suying Fan, Zhili Shi, Longhe Xu: China Civil Engineering Journal.Vol. 38 (2005), p.74 (in Chinese)

Physical Properties of Selected Silicates for a Long-Term Heat Container Šťastník Stanislav1,a, Vala Jiří1,b and Šot František1,c 1Brno University of Technology, Faculty of Civil Engineering, 602 00 Brno, Veveří 331/95, Czech Republic astastnik.s@fce.vutbr.cz, bvala.j@fce.vutbr.cz, csot.f@fce.vutbr.cz Keywords: heat transfer, thermal storage, refractory concrete, hot-wire measurements, computational simulation, identification problems.
All measurements have been performed on the Brno University of Technology, Faculty of Civil Engineering (FCE BUT), Institute of Building Materials and Components.
Vala: Computational approaches to some inverse problems from engineering practice.

Influencing factors analysis on comfort of new-type precast assembly diaphragm Chongfang Sun 1, a, Shuting Liang 2,b and Xiaojun Zhu 3,c 1 School of Civil Engineering, Southeast University, Nanjing 210018, China 2 School of Civil Engineering, Southeast University, Nanjing 210018, China 3 Architectural Design and Research Institute.
HUMPHREYS, Engineering Structures, Vol. 17, issue 4, 137-138, 2008

Experimental Investigation of Steel Confinement of Clustered Large-Size Stud Shear Connector in Full-Depth Precast Bridge Deck Panel Krissachai Sriboonma1,a* and Sacharuck Pornpeerakeat1,b 1Department of Teacher Training in Civil Engineering, Faculty of Technical Education, King Mongkut’s University of Technology North Bangkok, Thailand aKrissachai.s@fte.kmutnb.ac.th, bSacharuck.p@fte.kmutnb.ac.th Keywords: Steel confinement, Shear connector, Precast bridge deck, Clustered stud, Large-size stud connector Abstract.
Steel stud connectors were relying on the Society of Automotive Engineers (SAE) 1018 with a tensile strength of 55/70 ksi and yield strength 35/50 ksi.
Baishya, Large Studs for Composite Action in Steel Bridge Girders, American Society of Civil Engineering (ASCE), J.

Research on Aerobic Granular Sludge Cultivated under Selective Pressure Qing Zhao 1,a, Qi-xia Liu1,2,b，Xin Zou1,3,c 1.School of Civil Engineering and Architecture, Henan University of Technology, Zhengzhou Henan, China; 2.
School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan Hubei, China, 3.Sippr Engineering Group Co.

Analysis and Quantification of the Influence of Thermal Properties of Building Envelope on the Energy Balance Libor Šteffek1, a*, Jiří Kalánek1,b, Milan Ostrý1,c 1 Brno University of Technology, Faculty of Civil Engineering, Institute of Building Structures, Veveří 331/95, 602 00 Brno, Czech Republic asteffek.l@fce.vutbr.cz, bkalanek.j@fce.vutbr.cz, costry.m@fce.vutbr.cz Keywords: Energy-Efficient House; Energy Simulation; Energy Balance; PHPP.
Increasing public interest in energy-efficient buildings brings to the civil engineering field the need to know the behavior of the buildings in terms of thermal, acoustic whose light being.
Bazjanac, Summary of the Energy Analysis of the First year of the Stanford Jerry Yang & Akiko Yamazaki Environment & Energy (Y2E2) Building Center for Integrated Facility Engineering, Stanford University [online]. 2009, Technical Report 183, Version 2, s. 15 [cit. 2014-04-13], Available at: http://cife.stanford.edu/sites/default/files/TR183.pdf

Research of Behaviour of Inorganic Matrix Composites Exposed to Extreme Temperatures Amos Dufka1,a* and Tomáš Melichar1,b 1Brno University of Technology, Faculty of Civil Engineering, Veveří 95, 602 00 Brno, Czech republic adufka.a@fce.vutbr.cz, bmelichar.t@fce.vutbr.cz Keywords: alkali-activated materials, extreme temperatures, resistence, comparation, lifetime prediction Abstract.
The development of AAM materials with increased resistance to extreme temperature effects was started at the Institute of Technology of Building Materials and Components of the Faculty of Civil Engineering, Brno University of Technology (THD, VUT FAST) in last years when, among others, the possibility to stabilize the matrix to high temperature effects using suitable types of admixtures was analyzed, and then attention was focused on the selection of a suitable type of filler, etc.
Industrial and Engineering Chemistry Research, Volume 38, Pages 3932 – 3941.