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Islam: Structural Engineering and Mechanics Vol. 12 (2001), p. 459 [3] A.K.H.
Engineering Structures Vol. 25 (2003), p. 1057 [6] J.C.M.
Journal of Civil Engineering and Management Vol.16 (2010), p. 462 [8] M.S.
Marks: Engineering Structures Vol. 31 (2009), p. 2825 [16 M.A.
Hao: Engineering Structures Vol. 24 (2002), p.189 [25] J.

Estimation of Smoke Plume Height from Early Burning via Simulation Panuphan Limthavorn* and Watcharapong Tachajapong Department of Mechanical Engineering, Faculty of Engineering, Chiang Mai UniversityChiang Mai 50200, Thailand *Corresponding author: panuphan.thestrat@gmail.com Keywords: Forest fire, Air pollution, Early burning, Smoke plume height, Fire management Abstract Early burning is one of forest fire management techniques which decreases surface fuel accumulated on the floor in dry dipterocarp forest to abate forest fire severity.
Acknowledgments The authors would like to acknowledge supports from the Graduate School and the Mechanical Engineering Department, Faculty of Engineering, Chiang Mai University.
Prediction of air pollution concentration using an in situ real time mixing height model.Center for Environmental Science and Engineering, Indian Institute of Technology, Bombay, Mumbai -400 076, India [10] Jain, R.
Laboratory for Atmospheric Research, Department of Civil and Environmental Engineering, Washington State University,Pullman, WA ,USA
Environmental Fluid Dynamics Program, Department of Mechanical & Aerospace Engineering, Arizona State University,Tempe, AZ , USA

Numerical Simulation on the Overturn Process of Towering Reinforced Concrete Chimney during Directional Demolition Blasting Jianbin Xie1,a, Miao Fu1,b, Changchang Wu1,c, Dengfeng Hu1,d and Yunhe Du2,e 1Department of Civil Engineering, Yunnan University, Kunming, 650091, P.R.China 2 Institute of Engineering Research and Design, Chengdu Military Region of the People’s Liberation Army, Kunming, 650031, P.R.China akmxiejb@sina.com, bynufm@sina.com, cynucc@sina.com, dhdf1988@sina.com,exiejb@lcjsd.cn Keywords: Towering Reinforced Concrete Chimney, Demolition Blasting, Numerical Simulation, Constitutive Relation, Finite Element Method Abstract.
[In Chinese] [2] Wang Xizhi , Xie Xingbo, Tan Xuegang, 210 m tall chimney blasting demolition technology, Journal of Engineering Blasting, No.2 (2011), p.53-55.
[In Chinese] [3] Wang Hao, Zheng Bingxu, Comprehensive Technology of Demolition Blasting, Journal of Engineering Blasting, Vol.9, No.1 (2003), p.27-31.
[In Chinese] [4] Peerasak Aemlaor, Kazunori Fujikake, Tomonori Ohno, Fundamental study on blasting demolition of reinforced concrete buildings, Journal of Structural Engineering.
[In Chinese] [9] Sun Jinshan, Lu Wenbo, Xie Xianqi, Research on blasting simulation technology of frame structure buildings demolition, Journal of Engineering Blasting, Vol.10, No.4 (2004), p.1- 4

Numerical Analysis on Performance of Steel Frame Combined Node with Web Openings XixiJia1,2,a XishengDeng1,2,b BinLi1,c 1School of Civil Engineering and Architecture, Southwest Petroleum University, Xindu Sichuan, 610500, P.
China 2 Structural Engineering Laboratory of University in Sichuan Province, Southwest Petroleum University, Xindu Sichuan,610500, P.
Lessons learned from the Northridge earthquake[J] .Engineering Structures, 1998, 20: 249-60 [2] Bo Li,Yangqingsahng. 
Engineering Mechanic2006,23（6）:70-75( In Chinese) [4]Xaujinshen.
The World Earthquake Engineering,2008,24( 2) : 51-53(In Chinese)

Influence of Glass Powder on Rheological Properties of Ultra-Рigh Performance Concrete Paste Xueli Nan1,2,a*, Jianrui Ji1,2,b, Rongyang Li1,2,c, Yi Wang1,2,d, Hao Chen1,2,e,Weibing Tang3,f 1School of Material Science and Engineering, Lanzhou University of Technology, Lanzhou 730050, China 2State Key Laboratory of Advanced Processing and Recycling of Non-ferrous Metals, Lanzhou University of Technology, Lanzhou 730050, China 3Gansu Province Transportat Planning, Survey and Design Institute Co., Ltd, Lanzhou 730000, China a*nanxueli@163.com, b2551575546@qq.com, crongyang_li@163.com, d1094503218@qq.com, e1668181580@qq.com, f1292127480@qq.com Keywords: Glass powder, Rheological properties, Ultra-high performance concrete paste Abstract.
Replacing cement and silica fume with glass powder to prepare ultra-high performance concrete (UHPC) is beneficial to solve the ecological problem in the field of civil engineering, but the technologies of preparation, transportation, pumping, and hardening of UHPC mainly relate to its rheological property.
Therefore, from the perspective of UHPC paste rheology, the preparation of UHPC with a wider range of engineering applications has practical significance for reducing manufacturing costs and protecting environmental.
Journal of Structural and Construction Engineering, Transaction of Archcitectural Instistue of Japan. 80(2015)527-537

Flexural Characteristics of Eco-Friendly Self-Compacting Concrete with Rice Husk Ash Mohd Hisbany Mohd Hashim1,a, Mohd Fakri Muda2,b,*, Mohd Hairil Mohd3,c, Najwa Mohammad Fadzil1,d, Muhammad Daniel Abdul Shahid1,e, Hazrina Ahmad4,f and Niken Pujirahayu5,g 1School of Civil Engineering, College of Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia 2Civil Engineering Studies, Universiti Teknologi MARA Pahang Branch, Jengka Campus, 26400 Bandar Tun Abdul Razak Jengka, Pahang, Malaysia 3Department of Maritime Technology, Faculty of Ocean Engineering Technology and Informatics, Universiti Malaysia Terengganu, Kuala Nerus, Terengganu Darul Iman, Malaysia 4Civil Engineering Studies, College of Engineering, Universiti Teknologi MARA Cawangan Pulau Pinang, Permatang Pauh Campus, 13500 Pulau Pinang, Malaysia. 5Forestry Department, Faculty of Forestry and Environmental science, Universitas Halu Oleo, Kendari, Indonesia ahisbany@uitm.edu.my, bfakri@uitm.edu.my,
Shubbar: Engineering properties of self-compacting concrete incorporating coal bottom ash (CBA) as sustainable materials for green concrete: a review.
Dean Kumar: Experimental Study on the Presence of Mineral Admixtures and Steel Fiber on the Elastic Properties of Self-Compacting Concrete (SCC), in IOP Conference Series: Materials Science and Engineering, (2020), vol. 983, no. 1
Ismail: Effect of high temperatures on physical and compressive strength properties of self-compacting concrete incorporating palm oil fuel ash, in IOP Conference Series: Materials Science and Engineering, (2020), vol. 849, no. 1
Thankam: Influence of ultra-fine steatite powder on the fresh and hardened properties of self-compacting concrete, in IOP Conference Series: Materials Science and Engineering, (2020), vol. 988, no. 1

Experimental study on the torsional behavior of RC composite core walls with steel tube-reinforced concrete columns and concealed steel trusses subjected to the combined action of multi-directional stresses Hongying DONG1,2, a, Wanlin CAO1,b and Jianwei ZHANG1,c 1College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124 2Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing, 100124 adonghy@bjut.edu.cn, bwlcao@bjut.edu.cn, czhangjw@bjut.edu.cn Key words: steel tube-reinforced concrete column, steel truss, reinforced concrete, core walls, torsion behavior Abstract: An experimental study on the torsional behavior of two 1/6 scale core walls: one reinforced concrete core wall with concealed steel trusses and steel tube-reinforced concrete columns, and one normal reinforced concrete core wall, was carried out under eccentric horizontal cyclic loading.
(3) Seismic design recommendation: Based on the results from this paper, RC core walls with steel tube-reinforced concrete columns and concealed steel trusses can be incorporated into real-world engineering practice with positive implications for seismic performance.
These experimental results and design recommendation can be used in practical engineering.
Transactions of the Japan Concrete Institute, 1998, 20: 187-194 [3] Wang Shuguang, Lan Zongjian: Journal of Building Structure. 2005, 26(1): 85-90,124. ( in Chinese ) [4] Li Yisong, Li Guoqiang, Cui Daguang: Journal of Earthquake Engineering and Engineering Vibration. 2009, 29(4): 92-102. ( in Chinese ) [5] Cao Wanlin, Wang Ming, Wang Shaohe, et al: Engineering Mechanics. 2008, 25(1): 58-70. ( in Chinese ) [6] Cao Wanlin, Zhang Jianwei, Zhang Jingna, et al: Journal of Beijing University of Technology. 2008, 34(6): 572-579. ( in Chinese ) [7] Wang Ming, Cao Wanlin, Zhang Jianwei, et al: Journal of Earthquake Engineering and Engineering Vibration. 2008, 28(2): 90-95. ( in Chinese ) [8] Chang Weihua, Cao Wanlin, Zhao Changjun, et al: Journal of Beijing University of Technology. 2008, 34(4): 379-386. ( in Chinese ) [9] Chang Weihua, Cao Wanlin, Zhang Jianwei, et al: Journal of Beijing University of Technology. 2008, 34(7): 720-725. ( in Chinese ) [10] Wang Qingxiang, Zhao Dazhou, Guan
Ping: Engineering Mechanics. 2003, 20 (6) : 195-201

Analysis of Bridge Earthquake Damage and Reasonable Aseismic Systems XIA Xiushen1, 2; CHEN Xingchong and Li Xiaoyang 1.School of Civil Engineering Lanzhou Jiaotong University 2.Key laboratory of road & bridge and underground engineering of Gansu province Lanzhou,China Email: xiaxiushen@mail.lzjtu.cn Keywords: Bridge; Earthquake; Damage, Aseismic System Abstract.
Hence the detailed investigations have been performed by bridge engineering sector and researchers post the earthquake.
World Earthquake Engineering, 2006, Vol.22(1): 68-71
Earthquake engineering and engineering vibration, 2009, Vol. 29(3):84-94
Earthquake engineering and engineering vibration, 2009, Vol. 29(4):132-138

Chinese Journal of Geotechnical Engineering, 2004, 26 (4) : 614–619
Journal of Civil Aviation University of China, 2008, 26 (2), 38–42
Engineering Computations, 1992, 9 (2): l69–179
Chinese Journal of Rock Mechanics and Engineering, 2010, 29 (4): 731–742.
Study and engineering application of discontinuous deformation analysis [Ph.

Often, when it is necessary to fill formwork space in confined working conditions with limited operational control in some engineering solutions the special materials for injection are used.
Lossier, Les ciments expansivs et leur applications, Le Cenie Civil, 1944