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Alberto Lamego, 2000, 28013-602, Campos dos Goytacazes, Brazil. 2- IME - Military Institute of Engineering, Department of Materials Science, Praça General Tibúrcio, 80, 22290-270, Rio de Janeiro, Brazil.
In the present work a fluorescent lamp glass waste was investigated as a possible material to be incorporated into a cement matrix as part of a civil construction concrete.
The FGW was supplied as broken pieces, illustrated in Fig 1, and transported to the Laboratory of Civil Engineering (LECIV) of the State University of the Northern Rio de Janeiro (UENF) where this work was carried out.
Callister Jr.: Materials Science and Engineering – An Introduction. (7 ed.: John Wiley & Sons New York, 2007)

The Analysis of Physical-Structural Properties for AISI 321 Steel Doru Dumitru BĂITANU1,a, Dan Gelu GĂLUŞCĂ1,b, Dragoş Cristian ACHIŢEI1,2,c, Mirabela Georgiana MINCIUNĂ1,2,d 1Gheorghe Asachi Technical University of Iasi, Faculty of Materials Science and Engineering, Blvd.
Mangeron 41, 700050, Iasi, Romania 3Center of Excellence Geopolymer & Green Technology (CEGeoGTech), School of Materials Engineering, Universiti Malaysia Perlis, 01000 Kangar, Perlis, Malaysia adoru_baitanu@yahoo.ro bdangalusca@yahoo.com, c dragos_adc@yahoo.com, dmirabela.minciuna@yahoo.ro, Key words: stainless steel, heat treatments, temperature, properties, microscopy, fatigue Abstract: The applications of stainless steels may be meeting in chemical industry, food industry, civil building, but present an increased interest also in machine constructions or household.This paper highlight the structural modifications obtained after temperature variations for AISI 321 stainless steel.
Applications of stainless steels may be meeting in chemical industry, food industry, civil building, but present an increased interest also in machine constructions or household.
Du Toit, Effect of austenitizing heat treatment on the microstructure and hardness of martensitic stainless steel AISI 420, Journal of Materials Engineering and Performance, 21(7) (2012) 1327-1336
Ferreira, Microstructure evolution in nano/submicron grained AISI 301LN stainless steel, Materials Science and Engineering A, 527(7-8) (2010) 1986-1996

Nielsen5,e 1,2,5 Department of Civil Engineering, Aalborg University, 9000, Denmark 3,4 State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, P R China azlz@civil.aau.dk,bmts@civil.aau.dk,clijie@tongji.edu.cn,dchenjb@tongji.edu.cn, esrkn@civil.aau.dk Keywords: Wind turbines, non-linear systems, aeroelastic stability, Lyapunov exponent Abstract.

Seismic Response of a Multi-Span Bridge Based on Remote Testing Platform NetSLab Yun-lei Fan 1, a, Yu-rong Guo 1,b, Yan Xiao 1,2,c and Xinjiang Cai 3,d 1 Key Laboratory of Building Safety and Energy Efficiency, Ministry of Education, College of Civil Engineering, Hunan University, Changsha, 410082, China 2 Dept. of Civil Engineering, University of Southern California, Los Angeles, CA90089, USA 3 School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China a fanyunlei@163.com, b yurongguo@gmail.com, c xiaorock@yahoo.com, dcaixinjiang77@126.com Keywords: bridge piers; retrofit; remote testing platform; bridge structures Abstract: Seismic response of a multi-span bridge is investigated in this study using an Internet based testing platform.
Network for Earthquake Engineering Simulation.
National Conference on Earthquake Engineering (2002) [3] Y.S.
ISEE: Internet-based Simulations for earthquake engineering, Part I: the database approach. 13th world conference on Earthquake Engineering, (2004), P.1910 [4] K.J.
ISEE: Internet-based simulations for earthquake engineering, Part II: the application protocol approach. 13th world conference on Earthquake Engineering (2004), P.1548 [5] K.

Dynamic Elasto-Plastic Analysis on the Steel Spatial Arch Truss with 90m Span under Earthquake Hai-wang LI1,a, Wei-ping SUN1,b, Jing LIU1,c 1Department of architecture and civil engineering, Taiyuan University of Technology, 79, Yingzexi Street, Taiyuan, 030024, China alhwtut@126.com, bsunweiping5678@126.com, ccimeng2005@163.com Keyword: Time history analysis, Dynamic elasto-plastic, Plastic hinge, Steel arch truss Abstract.
Introduction Steel tube arch trusses are widely applied in practical engineering, and the large span buildings with them are sometimes required to be used as earthquake refugee shelters [1].
A new function for large-span civil buildings Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium 2009, 28 September – 2 October 2009, Universidad Politecnica de Valencia, Spain:358-359
[2] Civil King Software Technology Co., Ltd.

Wang2 1School of Civil and Resource Engineering, The University of Western Australia, Crawley, WA 6009, Australia ama@civil.uwa.edu.au 2School of Civil and Environmental Engineering Nanyang Technological University, Singapore Keywords: Smoothed particle hydrodynamics; Heterogeneous Materials; Elasto-plastic damage model; Dynamic Load; Artificial granite specimens Abstract.

The effect of mesh density in lattice models for concrete with incorporated mesostructure Jan Eliáš1,a, Miroslav Vořechovský1,b 1Institute of Structural Mechanics, Faculty of Civil Engineering, Brno University of Technology, Brno, Czech Republic aelias.j@fce.vutbr.cz, bvorechovsky.m@fce.vutbr.cz Keywords: lattice, brittle elements, mesh density dependency, concrete, grains, mesostructure Abstract.
Eliáš: Discrete simulation of fracture processes of disordered materials (Ph.D. thesis, Brno University of Technology, Faculty of Civil Engineering, Brno, Czech Rep. 2009)
Eliáš, In: Proceedings of the Tenth International Conference on Computational Structures Technology, held in Valencia, Spain, Civil-Comp Press, Stirlingshire, Scotland, ISBN 978-1-905088-38-6, (2010) pp. 268, full papers on CD-ROM (20 pages)

Study on Seismic Performance of Steel Tube Filled with Steel Reinforced High-Strength Concrete Column Bing Wang 1, a, Lu Ma1, b, Xiao Liu1, c 1School of Architectural and Civil Engineering, Shenyang University, Shenyang, 110044, China aliuxiao19740701@sina.com, bmalu1204@163.com, c489298344@qq.com Keywords: Steel tube filled with steel high-strength concrete; seismic; concrete filled steel tube; steel skeleton concrete Abstract: Steel tube filled with steel high-strength concrete composite column which is made by insert into the I-beam inside the steel tube, and then poured into the high-strength concrete, to form a composite structure.
It preserves the advantages of concrete filled steel tube and steel skeleton concrete, and has a higher carrying capacity, better seismic performance and fire resistance, satisfy the needs of modern engineering structures towards large span, high-rise, heavy-load and harsh conditions direction development, has broad market prospects.
[4] China Civil Engineering Society of High Strength Concrete Committee, High-strength concrete structures Design and Construction Guide[M].Beijing: China Building Industry Press, 1995
[7] China Engineering Construction Standardization Association Standards.

Along with the high-speed development of China's construction industry, building materials as the material basis of civil engineering construction, the quality of building materials is directly related to the quality of construction projects, so the good building materials quality, particularly important to detect and control work.
In recent years, due to a number of engineering quality inspection management program development and application promotion, many detection mechanism has got rid of all the manual detection problem.
The use of modern information technology, actively develop the quality of construction materials testing management information system, use it to the two aspects of business and management, improve the detection mechanism of their detection and management, in order to meet the need of engineering quality management work situation.
Building Materials File 3.1 quality control materials before entering a careful reading of the engineering design documents, drawings, construction contract, the construction organization design and engineering materials, familiar with the file on the variety of materials, specifications, models, strength grade, manufacturers and trademark regulations and requirements.
Beijing: China Building Industry Press, 2004, 5 [3] Technical specification for exterior wall insulation engineering [S]. ( JGJ144-2004 ) [4] Guangde Huang Energy consumption of residential buildings in hot summer and cold winter zone analysis [D].

Infiltration Time Effects of Compressibility of Cement Soil Sili Chen 1, a, Kaihe Dong 1,b , Jianjun Shi 1,c , Tao Yu 1,d , Jie Huang 1,e 1 School of Architecture & Civil Engineering, Shenyang University of Technology, Shenyang 110870, China achen1458@163.com, b425353846@qq.com, cshitailongbao@163.com, da372468566@126.com, e176887878@qq.com Keywords: cement soil, compressibility, environmental action, effect Abstract.
The results are significant and valuable to the safety and the durability of cement soil engineering.
This study can provide technical parameters for the pits anti-seepage, embankment impermeable walls applications and engineering design.
Cement soil compressibility of infiltration time effect should be taken into consideration in the pits anti-seepage, impermeable walls engineering applications and designs
China Civil Engineering Journal, 2002,35(4): 82-85.