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Retrofitting of STKIP ADZKIA Padang Building Using V-Inverted Steel Bracing FAUZAN1,a*, FEBRIN Anas Ismail 2,b, ABDUL Hakam3,c, ZAIDIR4,d, NUGRAFINDO Yanto5,e, SISKA Apriwelni6,f 1,2,3,4)Lecturer of Department of Civil Engineering, University of Andalas, Padang, Indonesia 5,6) Post Graduate Student of Department of Civil Engineering, University of Andalas, Padang, Indonesia afauzan@ft.unand.ac.id, bfebrin@ft.unand.ac.id, cahakam2008@yahoo.com, dzaidir2000@yahoo.com, efindodreamer@gmail.com, fsiskaapriwelni@gmail.com Keywords : Building Damage, Retrofit, Steel Bracing, Displacement Abstract.
Maheri, “Recent advances in seismic retrofit of RC frames”, Asian Journal of Civil Engineering (Building and Housing) Vol. 6, No. 5 pp 373-391, 2005
[8] Viswanath K.G, Prakash K.B.and Anant D., Seismic Analysis of Steel Braced Reinforced Concrete Frames, International Journal of Civil and Structural Engineering, 1, 2010, 114-122
Journal of Engineering Structures 29 (2007), pp.1561-156

Research on Stability of E-glass Fiber/Epoxy Composite Material Tube Peng Yiliang1, a, Li Liang2,b, Xu Maoxing3,c and Sun Qing4,d 1Henan Electric Power Survey & Design Institute, Zhengzhou 450007,China 2Department of Civil Engineering, Xi'an Jiaotong University, Xi’an 710049, China 3Henan Electric Power Survey & Design Institute, Zhengzhou 450007,China 4Department of Civil Engineering, Xi'an Jiaotong University, Xi’an 710049, China apyl_ok@126.com, bli.liang.1031@stu.xjtu.edu.cn, cnickyxu324@126.com, dsunq@mail.xjtu.edu.cn Keywords: E-glass fiber/epoxy; Composite material; Edge-failure criterion; Stability coefficient; Modified Perry-Robertson formula.
In recent years, FRP has attracted more and more attention by the civil and construction industry since it is considered as a new type of high performance structural material [1,2].
Feng: China Civil Engineering Journal, Vol. 39 (2006) No.3, p.24
Steffen: Journal of Structural Engineering, Vol. 126 (2000) No.3, p.406
Zureick: Progress in Structural Engineering and Materials, Vol. 1 (1998) No.2, p.143

These splitting tensile strength formulas were validated using data published in the literature and compared to prediction expressions published in three international codes published by the Japanese Society of Civil Engineers (JSCE), the Japanese Concrete Institute (JCI), and the American Concrete Institute (ACI) [5,6].
However, any green mixes developed compressive strength suitable for practical structural engineering applications.
Najm: Compressive Strength and Stability of Sustainable Self-Consolidating Concrete Containing Fly Ash, Silica Fume, and GGBS, Jr. of Frontiers in Structural and Civil Engineering Springer (2017), doi:10.1007/s11709-016-0350-1
[9] JSCE: Standard specifications for concrete structures, Materials and Construction, Japan Society of Civil Engineers, (2007)
Civil Eng Vol. 14(2) (2002), p. 151-155.

Under the action of earthquake mechanics analysis of the infill wall in plane Hao Cheng1,a, XiaoDong Yang2,b 1,2Faculty of Civil Engineering and Architecture, Kunming University of Science and Technology; No.727, Jingming South Road, Kunming China achenghao.wo@163.com , byxd_km@yahoo.com.cn Keywords: infill wall; Frame structure; Calculation model; elastic conditions Abstract.
Introduction Civil earthquake-resistant buildings in our country, the frame structure is one of the structure of application is very broad, because of its flexibility in building layout is widely used in office buildings, commercial buildings and residential, infill wall is used for the isolation room.
[3] 06SG614-1 Masonry Infill Wall Structure. (2006) [4] Tsinghua university, southwest jiaotong university and Beijing jiaotong university civil engineering structural panel: Wenchuan earthquake building seismic damage analysis.

Analysis for Collapse Process of Multi-layer RC Frame Structures under Earthquakes Jiaming Gao1, a, Changquan Zhou 2,b ,Bolong Liu3,c and Boquan Liu4,d 1School of Civil Engineering, Chang'an University, Xi'an 710061,China 2School of Civil Engineering, Chang'an University, Xi'an 710061,China 3School of Civil Engineering, Chang'an University, Xi'an 710061,China 4School of Civil Engineering, Chang'an University, Xi'an 710061,China ajiamingcareer@163.com,b15249264712@126.com, c liubolong2014@163.com, dbqliu@chd.edu.cn Keywords: collapse; ANSYS/LS-DYNA; domain model of damage; story-drift; variable institutions.
The calculation model of structural collapses is not clear, and is not conducive to practical engineering application.
Earthquake Engineering and Engineering Vibration，2008，28(3):74-87 [2] Bixiong Li, Heping Xie, Jianhui Deng,Etc .
Journal of disaster prevention and mitigation of engineering,2009,29(2):224-236 [3] GSA.
Journal of civil engineering, 2006,39(12):23-32 [6] Guo Fu, Boquan Liu, Guohua Xing.Etc.Domain model of earthquake resistance of structures damaged collapse[Z].The second building structures collapse Symposium,2012

Thermal stress numerical simulation on concrete hydration heat of giant floor in deep foundation pit Guangdong Han1，Changsheng Guan2，JI Cheng 2 1 Civil Construction Engineering College, Wuhan University, Wuhan, 430072 2 School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070 Keywords: numerical simulation analysis; giant concrete; hydration heat; temperature field; stress field; Abstract: The finite element analysis software, during the pouring of concrete for the temperature field and stress field in a numerical simulation analysis.
Army Corps of Engineers in 1985, engineers S B Tatro and E K Schrader in the American Concrete Institute (ACI) Proceedings of the United States published their first roller compacted concrete dam Willow Creek Dam temperature one-dimensional finite element analysis results, is considered to be rolling finite element analysis of concrete temperature the first literature.
[2].Yuan J J.Long massive concrete foundation slab construction technology in the research and application[J].Journal of Railway Science and Engineering. 2007.3(4).68-72 [3] BALLIM Y.
Reston，USA：American Society of Civil Engineers，2004：35–48
Finte element analysis of hydration heat temperature field in concrete foundation of Tongbai power station[J].Chinese Journal of Rock Mechanics and Engineering，2007,26（1）：3266-3270

An overview of the current code provisions on the seismic response of acceleration-sensitive non-structural components in buildings Enzo MARTINELLI1,a * and Ciro FAELLA1,b 1University of Salerno, DICiv – Department of Civil Engineering Via Giovanni Paolo II, 132 – 84084 Fisciano (SA), Italy ae.martinelli@unisa.it, bc.faella@unisa.it Keywords: non-structural components, buildings, code provisions, nonlinear analysis, acceleration response.
[2] EERI Earthquake Engineering Research Institute, 1984.
Journal of Structural Engineering. 134(4), 661-670
Performance-based Seismic Design of Nonstructural Building Components: The Next Frontier of Earthquake Engineering, Earthquake Engineering and Engineering Vibration, Special Issue on the State-of-the-Art and Future Challenges of Earthquake Engineering, 13(1) Supplement, 17-46
Earthquake Engineering Research Centers.

JEEVANANTHAN Associate Professor, Department of Electrical & Electronics Engineering Pondicherry Engineering College Email : drsj_eee@pec.edu 5.
C.PUGAZHENDHI SUGUMARAN Assistant Professor, Department of Electrical & Electronics Engineering College of Engineering, Anna University, Chennai.
S.INDULAL Assistant Professor, Faculty of Electrical Engineering College of Engineering, Trivandrum Email : indulal@ee.cet.ac.in 7.
C.GANAPATHYCHETTIAR Professor, Department of Civil Engineering St.Xavier's Catholic College of Engineering Email : ganapathy_c@hotmail.com 13.
S.CARMEL JAWAHAR Professor, Department of Civil Engineering St.Xavier's Catholic College of Engineering Email : drcarmelsxcce@gmail.com 17.

The pile reinforcement effect to the displacement of geotechnical materials in the stratified rock slope Keping Chen1, a, Jinyuan Liu2,b and Bingxiang Yuan3,c 1 School of Geosciences and Info-Physics, Central South University,Changsha, Hunan, 410083, China 2Department of Civil Engineering, Ryerson University,350 Victoria Street, Toronto ON M5B 2K3 Canada 3School of Civil Engineering and Mechanics, Lanzhou University, Lanzhou,730000, China achenkepingcsu@126.com, bJinyuanliu2011@126.com, cBingxiangyuan21@126.com Keywords: pile; stratified rock slope; numerical simulation.
Piles have been used in geotechnical engineering to stabilize slope for many years and the methodology has been accompanied by a significant bibliography.
Introduction Piles have been used in geotechnical engineering to stabilize slope for many years and the methodology has been accompanied by a significant bibliography [1-3].
Soil mechanics in engineering practice.
Chinese Journal of Geotechnical Engineering,27(2005)642-645 [6] S.D.

Residential building sound pollution and control measures Nan Xu 1, a, Chi Zhang2,b and Li Ma3,c 1 Jiangsu builds the occupation Tec college, Project Management Institute, Xuzhou Jiangsu China 221116 2 Jiangsu builds the occupation Tec college, Municipal engineering Institute, Xuzhou Jiangsu China 221116 3 Jiangsu province Xuzhou City Yunlong District Environmental Protection Bureau, Xuzhou Jiangsu China 221116 a xzxunan@126.com, b xzczhang@126.com, c 549281136@qq.com Keywords: Civil construction, noise pollution, Analysis of noise source, Control measures Abstract.
[2] Household Wall Insulation Measures: The modern civil building is frame structure, wall is filled with light hollow brick, incoming of acoustic wave induces structural vibration and sound radiation to the other side of the wall.
[3] Floor Sound Insulation Measures: Civil building design layout is reasonable, the same use rooms of different households are vertically aligned [3].
Noise and Vibration Control Engineering Handbook [M].