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Imran Ghazali6,f 1,2,3,4,5Department of Structures and Materials Engineering, Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, 86400 Johor, MALAYSIA 6Department of Engineering Mechanics, Faculty of Mechanical and Manufacturing Engineering, Universiti Tun Hussein Onn Malaysia, 86400 Johor, MALAYSIA athayati@uthm.edu.my, bzarenmuhd@gmail.com, cazizy@uthm.edu.my, dezwan.ilias@uemsunrise.uemnet.com, ehaziman@uthm.edu.my, fimran@uthm.edu.my Keywords: Ground vibrations, humans, finite element modeling, sensitive equipment, vibration criterion.
Introduction In civil engineering field, the structure like building is highly exposed to the vibration phenomenon.
The finite element modelling (FEM) is a numerical technique that can be applied to obtain solutions to variety of problems in engineering fields.
Gordon, Generic vibration criteria for vibration sensitive equipment, Proceedings of International Society for Optical Engineering (SPIE), San Mateo, California, Colin Gordon & Associated, (1991) [5] D.
Clarence, Vibration engineering, Chapter 1, Vibration: fundamental and practice, Boca Raton, CRC Press, 2000 [6] A.L.

References [1] Hiroshi Nemoto, Shuya Hirano, Hironobu Nishi, Shigeyuki Date: Experimental verification on improvement of properties of fresh concrete using stiffening inhibitor, Vol.39, No.1, pp.1261 -1266,2017.7 [2] Hiroshi Nemoto, Shuya Hirano, Shigeyuki Date, Shinichiro Hashimoto: Admixture to reduce stiffening in concrete, Concrete Engineering, Vol.57, No.1, pp.16-19, 2019.1 [3] Koji Kikukawa: Research on viscosity formula of mortar and concrete, Proceedings of Japan Society of Civil Engineers, No.414, pp109-118, 1990.2 [4] Koji Koda, Hiroshi Nemoto, Akira Toda, Takashi Nagahama, Takashi Oshio, Akira Akamatsu: Examination of stiffening evaluation method for high-fluidity concrete applied in a narrow construction environment, Japan Society of Civil Engineers 73rd Annual Lecture , V-415, pp.829-830, 2018.8 [5] Tattersasll,G.H. and Banfill,P.F.G.
(eds.): Comparison of Concrete Rheometers:International Test at MB(Cleveland OH,USA)in May 2003,NISTIR7154,2004 [8] Mishima Nao: Research on thixotropy of fresh concrete, Concrete engineering, Vol.49.No.3, pp43-49,2011.3 [9] Shuya Hirano, Yui Nishi: Experimental study on evaluation of handling of fresh concrete by vane shear test, Annual report of concrete engineering, Vol.40, No.1, pp.1107-1112, 2018.6 [10] Toru Shibata: Study on Vane Shear Strength of Clay, Proceedings of Japan Society of Civil Engineers, No.138, pp.39-48, 1967.2 [11] Hiroshi Nemoto, Shinji Urano, Mizumoto Takemura: Mixing examination of high-fluidity concrete applied to the reversing method, Abstracts of the 68th Annual Conference of the Japan Society of Civil Engineers, Section IV, pp.1141-1142, 2013
[12] Akabuchi Iori, Inami Sakiko, Yamada Yoshitomo and Hosokawa Yoshifumi: Fundamental Study on Viscosity Change of Cement Paste by Aggregation and Hydration, Cement and Concrete Papers, Vol.66, pp.653-660,2012 [13] Shinichiro Hashimoto, Yukio Emoto, Shinnori Hashimoto, Shigeyuki Date: Effect of Slump Loss on Concrete Workability, Proceedings of Concrete Engineering, Vol.32, No.1, pp.1295-1300 , 2010.6

Experimental Research of Uniaxial Compression Bearing Capacity on Large Diameter CFST Columns Xiaoqiang Ren1,2, a, Yanjiang Chen1,b , Weiming Yan1,c , Dapeng Gu1,d and Jinjie Wang1,e 1School of Architecture and Civil Engineering, Beijing University of Technology, 100124, Beijing, China 2 Changchun Municipal Public Bureau, 130028, Changchun, China arxqsir@vip.sina.com, b cyjrlx@sina.com, c yanwm@ bjut.edu.cn, d gudapeng2004@163.com (corresponding author) and e vincent10@sina.com Keywords: Concrete Filled Steel Tubular (CFST) Columns; Uniaxial Compression; Bearing Capacity; Large Diameter Columns Abstract: This paper focused on the uniaxial ultimate-bearing-capacity of large size concrete filled steel tubular (CFST) columns.
The material owns outstandingly improved bearing capacity as the advantages of both concrete and steel can be made good use of due to the combination and has been taken into use in various civil engineering fields and structures.
School of Civil Engineering in University of Sydney, Sydney, 1976. ], Tomii [[] Tomii M, Yoshimaro K, Morishita Y, Experimental study on concrete filled steel tubular stub column under concentric loading, SSRC/ASCE, Washington , 1979. ,[] Tomii M, Sakino K, Experimental studies on the ultimate moment of concrete filled square steel tubular beam-columns, Transactions of Japan concrete Institute, 1979. ], Elchalakani [[] Elchalakani M, Zhao X L, Grzebieta R H, Concrete-filled circular steel tubes subjected to pure bending, Journal of Constructional Steel Research. 11(2001)1141-1168. ] and Schneider S P [[] Schneider S P, Axially loaded concrete-filled steel tubes, J.
Besides, Han et al. have also studied the bending performance of CFST [[] Tao Zhong, Han Linhai, Zheng Yongqian, Huang Hong, Flexural behaviors of concrete-filled double-skin steel tubes, Industrial Construction. 05(2004)6-11 ].Chen [[] Chen Baochun, Wei Jiangang, Lin Jiayang, Experimental study on concrete filled steel tubular arch with one rib under spatial loads, Journal of Building Structures. 23( 2005) 99-106. ] and Sheng [[] Sheng Hongfei, The nonlinear analysis of concrete filled steel tubular half trough arch bridge without wind brace, Journal of Harbin University of Civil Engineering and Architecture. 4(1997) 103-108. ] et al. experimented the application of CFST on actual bridges.
The study of the axial compressive of concrete-filled steel tube based on the twin shear unified strength theory, Engineering Mechanics. 19(2002) 32-35. ,[] Hsuan T H, ASCE M, Huang C S.

Research on Integrated Risk Management Framework of Manufacturing Engineering Project Gao Yun-li a, Wang Qing-chun b Department of Civil Engineering and Architecture, Dalian Nationalities University, Liaoning Dalian, PRC ayunligao@163.com, bwangqingchun@dlnu.edu.cn Keywords: Manufacturing Engineering; Project Management; Integrated Risk Management; Total Life Cycle Abstract: As the scale of investment on projects increases, manufacturing project integrated risk management becomes more important.
Structure of Integrated Risk Management Framework in Manufacturing Engineering The framework of integrated risk management theory is shown in Fig.1.
targets operation execution design decision-making owner contractor designer supplier other Organiztion integration Total life cycle Processes and methods Information system Information system Information system risk identification risk evaluation risk handling risk monitoring Fig. 1 Structure of integrated risk management framework in manufacturing engineering.
The Chartered Institute of Building (CIOB) defines the total life cycle as feasibility, strategy, pre-construction, construction, engineering commission, completion and handover, client occupation [11].
New York: John Wiley and Sons, Inc.(1983) [2] R.W.Hayes,J.G.Perry, G.Willmer:Risk Management in Engineering Construction Implications for Project Managers.

Finite Element Modelling of Buckling Restrained Braces under Combined In-Plane and Out-of-Plane Loading Jian Cui1,a*, Chin-Long Lee1,b and Gregory MacRae1,c 1Department of Civil and Natural Resources Engineering, University of Canterbury, Christchurch, New Zealand ajian.cui@pg.canterbury.ac.nz, bchin-long.lee@canterbury.ac.nz, cgregory.macrae@canterbury.ac.nz Keywords: buckling restrained braces, in-plane and out-of-plane cyclic loading, numerical simulation, seismic performance Abstract.
Proceedings of the 16th World Conference on Earthquake Engineering, Santiago, Chile. 2017. ].
Earthquake Engineering & Structural Dynamics 43.6 (2014): 851-869. ] presented BRB stability concept requirement and conducted cyclic loading tests with initial out-of-plane drifts to verify the proposed equation.
Canadian Journal of Civil Engineering 33.2 (2006): 183-198. ,[] Lin, Pao‐Chun, et al., Seismic design and hybrid tests of a full‐scale three‐story buckling‐restrained braced frame using welded end connections and thin profile. 
Earthquake Engineering & Structural Dynamics 41.5 (2012): 1001-1020. ,[] Palazzo, G., et al., A low-tech dissipative buckling restrained brace.

Journal of Structural Engineering –ASCE, 2008,134(4):544-552
Journal of structural Engineering-ASCE. 2006(132):1821-1834
Engineering Mechanics, 2005,22(4):90-95.
Reliability Analysis For Engineering System with Intermediate State [J].
China civil Engineering Journal,2001,34(3):13-17.

Moving Load and Fatigue Analysis of a Long Span High Speed Railway Bridge Alessio Pipinatoa a University of Padova, Dept. of Civil and Environmental Engineering, Padova 35131, Italy Keywords: Bridges; long span; structures; dynamic analysis; response analysis.
Engineering Structures 21 (1999) 737–755
Structure and Infrastructure Engineering, 7 (5), pp. 341-351, http://dx.doi.org/10.1080/15732470802659084
Engineering Structures, 33 (1), pp. 202-209, http://dx.doi.org/10.1016/j.engstruct.2010.10.008
User guide for midas - Analysis for civil structure - MIDASoft Inc., Livonia (USA), 2000.

Application of Fuzzy Set Theory to Evaluate the Stability of Slopes Tarig Mohamed1, a and Anuar Kasa2, b 1Department of Civil & Structural Engineering, UKM, Malaysia 2Department of Civil & Structural Engineering, UKM, Malaysia atarigmohalam@gmail.com, banuar@eng.ukm.my Keywords: Fuzzy logic, ANFIS, Slope stability prediction.
Slope stability problem has been an important issue in geotechnical engineering.
Principles of geotechnical engineering.
Soil mechanics in engineering practice.
Geotechnical and Geological Engineering 23: 419–445 (2005).

Earthquake Engineer and Engineer NG Vibration, 26(5):208-212. (2006) [5] LI J.Z, &XIN X.Z.
Earthquake Engineering and Engineering Vibration, 18(3): 67-73. (1998) [6] WANG, Z.Q.
Shanghai: Department of Civil Engineering of TONGJI University.
Engineering Structures 30(2008): 2321-2329
China Civil Engineering Journal. 33(6): 33-37. (2000)

Reliability Method to Estimate Shear Strength Parameters Chen Lihong1, a, Zhao Yufei2, b 1School of civil engineering, Beijing Jiatong University, Beijing 100044, China 2Chinese Water resource and Hydropower Research Institute, Beijing 100044, China aChenlhts@126.com, bZhaoyf@iwhr.com Keywords: shear strength; reliability; rock mass ; programming Abstract.
Port and Waterway Engineering.
In: Proceeding of Chinese Civil Engineering Tenth Conference of Soil Mechanics and Geotechnical Engineering, Chongqing,China.
Chinese Journal of Geotechnical Engineering.
Chinese Journal of Geotechnical Engineering.