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Frame Structure with Seismic Damages under Elevated Temperature (part II) Jijun Miao1,a, Qiongqiong Zhu2,b, Yanchun Liu 3,c, Bo Qi 4,d, Dianwu Wang 5,e 1School of Civil Engineering Qingdao Technological University, Qingdao, China 2 School of Civil Engineering Qingdao Technological University, Qingdao, China 3 School of Civil Engineering Qingdao Technological University, Qingdao, China 4 School of Civil Engineering Qingdao Technological University, Qingdao, China 5 School of Civil Engineering Qingdao Technological University, Qingdao, China amsyu_990421@sina.com,bzqq0117@126.com,clyc@qtech.edu.cn, dqb725@163.com, ebi.wen.ping@163.com, Keywords: R.C. frame structure; Seismic damage; Temperature field; Analysis of bearing capacity deterioration；Finite element analysis Abstract: The cracks were pre-settled to the R.C. frame structure caused by earthquake which was defined as the damage index ω during the modeling process with analysis software-ANASYS.
Report on fire-resistance of engineering structure [J].
Institute of Structure Engineering and Disaster Reduction at Tongji University, 1999, 9.

Department of Civil Engineering, Hassan Usman Katsina Polytechnic P.M.B. 2052 Katsina, Nigeria hbimam62@gmail.com, bimam4@gmail.com Keywords: Water quality, Compressive strength, pH value, chlorides, sulphates, alkalies, solids Abstract.
Ironically the Kwanar Are reservoir has been used for both irrigation and civil engineering construction works for over two decades.
The study is therefore intended to examine the quality of the reservoir to establish its suitability for civil engineering construction works.
However the quality of the reservoir seem to be good for civil engineering construction and other uses, but close and frequent monitoring of the reservoir is necessary especially in early December before the commencement of irrigation activity and in the second week of March when the irigation activity is about to fold off.
Conclusion Although the quality of water in the reservoir appears to be good, there is an urgent need to monitor it frequently such that it does not get influenced by the irrigation activity hence polluting it thereby making it threat to civil engineering construction works ultimately contribute to the recurring cases of building collapse in the country as reported in recent times.

Shafiqur Rahman1,a and Syed Ishtiaq Ahmad2,b 1PhD candidate, Department of Civil Engineering, Bangladesh University of Engineering and Technology, Dhaka 1000, Bangladesh 2Full Professor, Department of Civil Engineering, Bangladesh University of Engineering and Technology, Dhaka 1000, Bangladesh ashafiqur06@yahoo.com, bsiahmad@ce.buet.ac.bd Keywords: EAF Slag, Recycled Brick Aggregate, Brick, Compressive strength, Tensile Strength Abstract.
Civil Eng. vol. 24(2012) p.308-314
Civil Eng.
Rahman, “Mechanical and durability properties of induction-furnace-slag-incorporated recycled aggregate concrete,” Advances in Civil Engineering, vol. 2018, (2018) Article ID 3297342, 11 pages

Senthil Kumaran1, a, M.Lakshmipathy2,b and Nurdin Mushule3,c 1Department of Civil Engineering & Environmental Technology, KIST, BP3900, Kigali, Rwanda 2School of Civil Engineering, SRM University, Chennai, Tamilnadu, India 3Department of Civil Engineering & Environmental Technology, KIST, BP3900, Kigali, Rwanda akumarangs@yahoo.com, blakshmipathy_ml@rediffmail.com, cnkmmushule@yahoo.co.uk Keywords: Used tyres, Rubberized concrete, Tyre fibers, Physical and mechanical properties, Mix design Abstract: Concrete is an excellent structural material and considered as essential for the modern civilization and human society.
Journal of Materials in Civil Engineering, ASCE, 12(4), 314-319
[14] L.Zheng,X.Sharon Huo and Y.Yuan (2008), Strength, Modulus of Elasticity and Brittlleness Index of Rubberized concrete, Journal of Materials in Civil Engineering (ASCE),Novv 2008,Pp692-699

Compressive strength of high volume slag cement concrete in high temperature curing Sasan Parniani1, a, Mohd.Warid Hussin2, b and Farnoud Rahimi Mansour 3, c 1 Postgraduate student, Structure, Faculty of Civil Engineering, UTM, Iran 2 Professor.Dr, Faculty of Civil Engineering, UTM, Malaysia 3 Postgraduate student, Structure, Faculty of Civil Engineering, UTM, Iran a psasan2.live.utm.my, b warid@utm.my, c Farnoud.rm@gmail.com Keywords: Slag concrete, cement replacement, granulated blast furnace slag, curing methods Abstract.
[7] A1-Kaisi, A.F., 'Early Age Strength and Creep of Slag Cement Concretes', PhD thesis, Department of Civil Engineering, The University of Leeds (August 1989)

Development of Structural health monitoring analysis management system of cable-stayed bridge on metro Yu jie Li1,2,a, Dong Wang2, Lei Meng2, Qiang Li2, Xing Liu3,Fan Yang3 1.School of Civil Engineering, Beijing Jiao tong University, China 2.Beijing Mass Transit Railway Operation Corporation LTD Subway Operation Technology Centre, China 3.Beijing HUITONG High-tech information Co.Ltd, China aliyujie3036119@163.com Keywords: metro, health monitoring, cable-stayed bridge, development Abstract.
Conclusion Our country is in civil engineering and infrastructure construction rush hours, Therefore, our country already, and plans to build the major civil engineering structure health monitoring system in the research, development and implementation has provided a broad space and good prospects.
Design and implementation of health monitoring systems for cable-stayed bridges(I)：design methods [J]．CHINA CIVIL ENGINEERING JOURNAL, 2006,4 (39):39-46

Structural Behaviour of Blind Bolted Connection to Concrete-Filled Steel Tubular Columns Jingfeng Wang1, 2, a, Xinyi Chen1,b , Lin-Hai Han3,c 1 College of Civil Engineering, Hefei University of Technology, Hefei, 230009, P.
China; 2State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, P.
China; 3School of Civil Engineering, Tsinghua University, Beijing, 100084, China ajfwang008@163.com, bChenxy@hfut.edu.cn, clhhan@tsinghua.edu.cn, Keywords: End Plate Connection; Concrete-Filled Steel Tubular (CFST); Blind Bolt; Static Behaviour; Seismic Behaviour; Analysis Model Abstract.
Acknowledgements The research reported in this paper is part of Project 50808062 supported by the National Natural Science Foundation of China, the project 2007-A-02 supported by State Key Laboratory for Disaster Reduction in Civil Engineering of Tongji University, the project 200803591022 supported by a grant from the Ph.D.

Experimental Study of Steel Frames with Infill Prefabricated Reinforce-Concrete Shear Walls Wei Zhao 1, a, Liu Qian 2,b 1Department of Road and Bridge,Zhejiang Institute Of Communications,Hangzhou 311112,China 2School of Civil and Architecture Engineering, Jiangsu University of Science and Technology, Zhenjiang ,Jiangsu 212003, China abilly123er@163.com, bdreamskyilia@sina.com Keywords: shear walls；steel frames；hysteretic behavior；experimental study； Abstract: To realize the industrialized lateral resistant system in steel structure, a low cyclic loading tests is carried out for steel frames with infill prefabricated reinforce-concrete shear walls (solid wall).
Doctor Thesis, Department of Civil Engineering, University of Minnesota, Minneapolis, Minnesota, April, 2001: 1-11
Hysteretic behavior of partially-restrained steel frame with RC infill wall structural system[D].Doctor Thesis, Department of Civil Engineering, Beijing University of Technology,BeiJing,2005:1-12(In Chinese)
Journal of Harbin University Of Civil Engineering and Architecture ,Vol.29(1996),No.2,p.13-19(In Chinese).

Numerical Analysis and calculation of internal forces of steel box continuous girder bridge construction process Liu Ting1,2,a, Su Qian1,2,b, Zhang Wenchao 1 and Bai Hao1 1School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China 2Key Laboratory of High-Speed Railway Engineering of Ministry of Education, Southwest Jiaotong University, Chengdu 610031, China aemail:liuting830@163.com, bemail:suqian@126.com Keywords: the steel box girder; the continuous bridge; numeral calculation; construction stage analysis Abstract: In order to determine the most unfavorable condition of the steel box girder, ensure its stress and deformation in the safe state, the steel box girder bridge should apply the finite element analysis software to modeling analysis.
Adopting MIDAS/CIVIL 2012 finite element software, which are based on the beam element on the finite element model, calculate the inner force during construction.
After analyzing the connection in the practical engineering carefully, we applied the corresponding constraint to the connected border between the six steel box girder bridge and the main pier.
Journal of subgrade engineering,2011,(3),p.26-28+32 (in Chinese) [5] Song Jian, Li Mingling, Zhou Quanneng, et al.
Journal of engineering science in China, 2009. (01),p.48-59.

The Effect of Surface Treatments of Textile Reinforcement on Mechanical Parameters of HPC Facade Elements VLACH Tomáš1,2,a *, LAIBLOVÁ Lenka1,2,b , ŽENÍŠEK Michal1,2,c, CHIRA Alexandru1,d, KUMAR Anuj1,e and HÁJEK Petr1,2,f 1Building Structures, Faculty of Civil Engineering, CTU in Prague, 166 29 Prague, CZ 2University Centre for Energy Efficient Buildings, CTU in Prague, 273 43 Buštěhrad, CZ atomas.vlach@uceeb.cvut.cz, blenka.laiblova@uceeb.cvut.cz, cmichal.zenisek@uceeb.cz dalexandru.chira@fsv.cvut.cz, eanuj.kumar@fsv.cvut.cz, fpetr.hajek@fsv.cvut.cz Keywords: Textile reinforcement, high-performance concrete, textile reinforced concrete (TRC), AR-glass fiber roving.
TRC and HPC in general are developed at the Faculty of Civil Engineering and the Klokner Institute, CTU in Prague.