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Engrg, Sapienza University of Rome, 00197 Rome, Italy 2College of Civil Engineering, Hunan University, Changsha 410082, China 3EdilCAM Sistemi Srl, Roma amartinamancini.arch@libero.it, bsimonacrs@gmail.com, czhi.li@uniroma1.it, dr.marnetto@libero.it, egiorgio.monti@uniroma1.it Keywords: architectural and structural refurbishment, hybrid structures, lightweight, long-span roof, optimization of elements shape, trusses.

Influence of Compressed Area on Capacity of Headed Studs Used as Wall/Slab Reinforcement FORNŮSEK Jindřich1, a, LOVICHOVÁ Romana1,b, ZATLOUKAL Jan1,c, and KONVALINKA Petr1,d 1Experimental Centre, Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, Prague, 166 29, Czech Republic ajindrich.fornusek@fsv.cvut.cz, bromana.lovichova@fsv.cvut.cz,cjan.zatloukal@fsv.cvut.cz, dpetr.konvalinka@fsv.cvut.cz Keywords: Anchorage; Concrete; Headed Studs; Tensile Capacity; Wall/Slab Joint.

.: Dynamic in Civil Engineering, Akademiai Kiado, Budapest 1980 [5] Šmejkal, J.: Dynamic analysis.

Study of the Mechanical Properties Development of Concrete Containing Fine Recycled Aggregate ŠEFFLOVÁ Magdaléna1, 2, a *, PAVLŮ Tereza1, 2, b 1Czech Technical University in Prague, Faculty of Civil Engineering, Department of Building Structures, Thákurova 7, 166 29 Prague, Czech Republic 2Czech Technical University in Prague, University Center of Energy Efficient Buildings, Třinecká 1034, 273 43 Buštěhrad, Czech Republic amagdalena.sefmagdalena@fsv.cvut.cz, btereza.tereza.pavlu@fsv.cvut.cz Keywords: Fine Recycled Aggregate; Concrete; Development; Properties.

Studies on Galloping of Iced Conductor based on Tower-Line Coupling System – Mechanic model and Intial shape Hu Haojun, Wang Yuanhan, Hu Zidong School of Civil Engineering & Mechanics, Huazhong University of Science and Technology, Wuhan, Hubei, China haojunzy@sohu.com, yhwang0062@163.com, huzd20020307@126.com Keywords: transmission tower-line system, mechanic model, intial shape, Finite element simulation Abstract.

Reinforcing Design of the Crane Girder in A Factory Ling-Ling Yu 1, a, Lin Xu 2,b 1 School of Civil Engineering,Yantai University,China 2 Yantai Institute of Architectural Design,China awhfyll@sina.com, bxulinyantai@126.com Keywords: Reinforcing Design, Crane Girder, External Prestressing Method, Control Stress, Prestressed Tention Length.

In the future, we will try to apply it in the civil engineering, construction, materials science, and chemical industry,etc.We blieve that its application will have great economic benefits.Furthermore,we can also discuss the existence of solutions for one dimensional BSDEs driven by continuous semi- martingale and deduce the comparison theorem under a variety of condition.

Study of Development IETM Based on S1000D Specification Wan Zheng-jing1, a 1 Institute of Computer Application, China Academy of Engineering Physics, Mianyang 621900, China a E-mail: wanzj@caep.ac.cn Keywords: Interactive Electronic Technical Manual (IETM); S1000D Specification; Data Module (DM); Common Source Database (CSDB) Abstract: The Interactive Electronic Technical Manual (IETM) can solve some practical application problems of the traditional paper technical manuals on storing difficulty and resource sharing inefficiency well.
The specification can be used for the support of any type of equipment including both military and civil products.

Experimental Study on the Effect of Welding Residual Stress Relief by VSR Method Li JIA1, a, Yongsheng ZHAO2, Yong ZOU1, Zengda ZOU1, Xinhong WANG1 1Key Laboratory for Liquid-Solid Structural Evolution and Processing of Materials (Ministry of Education), Shandong University, Jinan 250061, China 2School of Architecture & Civil Engineering, Liaocheng University, Liaocheng 252059, China aJL196758@126.com Keywords: vibrating stress relief; welding residual stress Abstract: Based on the mechanism of vibrating stress relief and standard of JB/T5926-2005, vibrating stress relief method is used to eliminate residual stress of crane beam flange with butt weld.

Interface Properties of Cracked RC Beams Strengthened with Prestressed Hybrid FRP－Part II: Crack location Yongchang Guo1,2,a, Jianhe Xie2,b, Di Liu2 1Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, China 2Faculty of Civil and transportation Engineering, Guangdong University of Technology, Guangzhou, China aemail: guoyc@gdut.edu.cn, bemaill: jhxie@gdut.edu.cn Keywords: hybrid fiber reinforced polymer (HFRP), interface stress, prestress, crack location, strengthen Abstract.