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Online since: August 2019
Authors: S. Neelavathi, C.L. Mahesh Kumar, K.G. Shwetha
Torsional Behavior of Irregular RC Building under Static and Dynamic Loading Neelavathi S.1*a, Shwetha K.G.2,b, and Mahesh Kumar C.L.3,c 1Post Graduation student, Nitte Meenakshi Institute of Technology, Bangalore, India 2,3Assistant Professor, Department of Civil Engineering, Nitte Meenakshi Institute of Technology, Bangalore, India a6neelu@gmail.com, bshwetha.kg@nmit.ac.in, cmaheshkumar.cl@nmit.ac.in Keywords: Structural irregularity, Displacement, Torsional effects, Time period, Storey drift, Base shear Abstract: In the present situation the growth of population is increasing rapidly.
This depends upon the technical superiority of the person who designs such buildings, architects, and the engineers who regularly build these sorts of structures.
Almanzan and Juan C.De la Llera, Torsional balance of seismically isolated asymmetric structure, Engineering structures 46 (2013) 703-717
Unluoglu, U.Albayrak, Effect of torsional irregularity to Structures during earthquake, Engineering failure analysis, 35 (2013) 713-717
Paulay, seismic torsional effects on ductile structural wall system, Journal of Earthquake Engineering, 1(4) (1997) 721-745
Online since: November 2012
Authors: Ming Zhang, Yu Zhang, Guang Chun Zhou
Study on Instrumental Intensity Using Wenchuan Earthquake Records Ming Zhang1, a, Yu Zhang2, b and Guangchun Zhou3, c 1,2,3School of Civil Engineering, Harbin Institute of Technology, China.
Earthquake Engineering and Engineering Vibration 2008; 7(3):247-254
Earthquake Engineering and Structural Dynamics 2002; 31:1191-1212
Report in Institute of Engineering Mechanics, China Earthquake Administration 1998.
Earthquake Engineering and Engineering Vibration 2009; 8(2):179-188.
Online since: October 2013
Authors: Qi Li, Yong Fen Ruan, Fei Wang, Bing Jin Shi
Risk Assessment on Slope Stability of Beijing-Zhuhai Highway K46 Yongfen Ruan1,a, Fei Wang2,b, Qu Li2,c and Bingjin Shi1,d 1Department of Civil Engineering, School of Architecture, Science and Technology Institute of Kunming, Kunming 650500 China 2Scientific Research Institute of Kunming Hydroelectric Investigation, Kunming 650033,China aryy64@yahoo.com.cn, b13888589920@163.com, cliqi7988@126.com, d394519084@qq.com Keywords: risk assessment; vulnerability; fuzzy comprehensive evaluation; risk grading Abstract.
The Risk Assessment of Beijing-Zhuhai Expressway Slope Engineering The landslide slope in Beijing-Zhuhai highway K46, which is currently under the construction, is 800 meter away from the south of Zhong Zhuang village, Hongyun Town, Ruyuan County, Shaoguan city.
[2] Lei Yang, Yongfen Ruan.Analysis of Deformation and Evaluation of the Effect after Reinforce of Jing-zhu Expressway[J].Science Technology and Engineering .2010, 10(17):4320-4324
The report of risk assessment and management research on engineering construction time from Shuifu to Maniuwan highway project.2008
Chinese Journal of Rock Mechanics and Engineering, 2011,30(5):901-909
Online since: January 2015
Authors: Nikolay Vatin, Miloš Šešlija, Nebojša Radović
Production of ceramics from coal fly ash (2012) Chemical Industry & Chemical Engineering Quarterly, 18(2), pp. 245-254
Permeability and Consolidation Characteristics of Compacted Fly Ash (2004) Journal of Energy Engineering, 130(1), pp. 18-43
Modern deformation measurement techniques and their comparison (2008) Strojniski Vestnik/Journal of Mechanical Engineering, 54 (5), pp. 364-371
Fly Ash Facts for Highway Engineers (2003) Washingtond DC, 532 p
Use of ashes and ash-and-slad wastes in construction (2011) Magazine of Civil Engineering, 4, pp. 16-21
Online since: May 2016
Authors: Noorhana Yahya, Andoko Andoko, Puput Risdanareni, Januarty Jaya Ekaputri, Poppy Puspitasari
Properties of Y3Fe5O12 (YIG) as Nanocatalyst for Ammonia Formation Produced from Magnetic Induction Method (MIM) POPPY Puspitasari1,a, NOORHANA Yahya2,b, ANDOKO1,c, EKAPUTRI Januarti Jaya3,4,d, PUPUT Risdanareni5,e 1Mechanical Engineering Department, Engineering Faculty, Universitas Negeri Malang, Jalan Semarang No. 5 Malang, East Java, Indonesia 2Faculty of Applied Science Department, Universiti Teknologi PETRONAS, Bandar Seri Iskandar, Tronoh, Perak, Malaysia 3Department of Civil Engineering, ITS, Kampus ITS Surabaya 60111, Indonesia 4Center of Excellence Geopolymer and Green Technology (CEGeoTech), School of Materials Engineering, University Malaysia Perlis (UniMAP), P.O.
Box 77, Kangar, Perlis, Malaysia. 5Civil Engineering Department, Engineering Faculty, Universitas Negeri Malang, Jalan Semarang No. 5 Malang, East Java, Indonesia apoppy@um.ac.id, bnoorhana_yahya@petronas.com.my, candoko.ft@um.ac.id, djanuarti@ce.its.ac.id, epuput.risdanareni.ft@um.ac.id Keywords: YIG, nanocatalyst, ammonia, magnetic induction method.
Garnet has a general formula of Y3Fe5O12 and demonstrates unique engineering and physical properties that can be used as potential catalyst [3].
Kroemer, Quantum Mechanics: For Engineering, Material Science, and Applied Physics, Prentice Hall Inc, 1994
Online since: May 2012
Authors: Yi Liang Peng, Feng Jian Zhang, Bin Xu, Zhi Feng Peng, Fang Liu
Vibration Test and Analysis on Medium-speed Mill-foundation Coupled System Bin Xu 1, a , Zhifeng Peng2,b , Fang Liu1, c ,Yiliang Peng 1, d and Fengjian Zhang 2,e 1 Henan Electric Power Survey and Design Institute, Zhengzhou, Henan 450007, China; 2 School of Civil Engineering, Xi’an University of Architecture & Technology, Xi’an, 710055, China a13938513982@139.com, bwypzf_8@163.com, c3570liuf@sina.com, dpyl_ok@126.com, ezfj9608@163.com Keywords: Vibration Test in Site, Medium-speed Mill, Vibration Safety Evaluation Abstract.
There is dynamic interaction between coal mill and basic, so it is essential to consider them as a primary-secondary coupled system in the research and engineering design [5].
Tian: Journal of Earthquake Engineering and Engineering Vibration.
George :Soil Dynamics and Earthquake Engineering.
Soong: Engineering Structure.
Online since: October 2012
Authors: Viet Thanh Nguyen, Jin Hai Zheng
Preliminary study of regulation schemes for navigation channel in Dinh An Estuary, Vietnam Viet Thanh Nguyen 1,2,3,a, Jinhai Zheng 1,2,b 1 State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098, China 2 College of Harbor, Coastal and Offshore Engineering, Hohai University, Nanjing 210098, China 3 Faculty of Civil Engineering, University of Transport and Communications, Hanoi, Vietnam a vietthanh@hhu.edu.cn, b jhzheng@hhu.edu.cn Keywords: Dinh An Estuary, hydrodynamic, sediment transport, regulation scheme Abstract: Dinh An Estuary is one of Bassac River’s estuaries as a part of the Mekong delta.
Four individual options were scope and the base requirements for engineering investigations undertaken.
This represents a “soft-engineering” solution, an important alternative to - often more costly - structural solutions such as rock armour or concrete walls [6].
Flexible and mobile operations of dredging should be incorporated in addition to construction of hard-engineering.
When a hard-engineering option is need, the option 2 should be selected for the regulation in the navigation channel.
Online since: January 2012
Authors: Jian Guo, Qi Cai Wang, Zhi Guo Yang, Rong Ling Zhang
Construction Process Numerical Simulation and Experimental Research of Parallel-adjacent Loess Tunnel Jian GUO 1,2,a , Qi-Cai WANG 1,2,b,Rong-Ling ZHANG1,2,c ,Zhi-Guo YANG1,2,d 1 Key Laboratory School of Road & Bridge and Underground Engineering of Gansu Province, Lanzhou Jiaotong University, Lanzhou 730070, China 2 School of Civil Engineering Lanzhou Jiaotong University, Lanzhou 730070, China a email:guojian1998@mail.lzjtu.cn, b email: wangqicai@mail.lzjtu.cn c email: zhangrl@mail.lzjtu.cn, d email: yangzhiguo@mail.lzjtu.cn Keywords: Existing loess tunnel, Experimental research, Numerical simulation Abstract.
Journal of Rock Mechanics and Engineering [J].
Rock Mechanics and Engineering [M].
Case analysis of tunnel and underground engineering using ANSYS [M].
Underground Space and Engineering, (In Chinese) ,(2005),1 (5)
Online since: December 2016
Authors: Chun Xiang Li, Yun Fei Xie, Zhi Hui Li
Smart Building Materials of BIM and RFID in LifeCycle Management of Steel Structure XIE Yunfei1, 2, a, LIChunxiang2, b, Li Zhihui3, c 1Nantong Shipping Vocational& Technical College, Nantong Jiangsu, 226010 2Department of Civil Engineering, Shanghai University, Shanghai, 200072 3Guangxia Construction Group ashxieyunfei@163.com,bshlcxxyf@163.com, clizhihui@163.com Keywords: Smart building material, BIM, RFID, Lifecycle management, Steel structure.
BIM is called another revolution in building engineering area after the revolution of throwing-drawing board by CAD.
It is necessary for technology core of BIM if BLM is applied to engineering practice truly.
For example, BIM date will display when the structural engineer modifies drawings which is against hydropower pipeline.
Engineers have direct understanding of project by using schedule management software to simulate the construction process.
Online since: May 2012
Authors: Chao Zheng, Peng Hai Zhang, Qing Lei Yu, Tian Hong Yang
Analysis on Gas Drainage Based on High-Pressure Water Injection Chao Zhenga, Tianhong Yangb, Qinglei Yuc, Penghai Zhangd College of Resources and Civil Engineering, Northeastern University, P.R.China, 110819 a.zhengchao020611@163.com, b.yang_tianhong@126.com, c. yuqinglei@mail.neu.edu.cn, d.zhangpenghai@126.com Keywords: high-pressure water injection; gas drainage; numerical simulation; coal seam; gas outburst Abstract.
Peng: Chinese Journal of Rock Mechanics and Engineering, Study on rock mechanics in deep mining engineering.
Wang: Chinese Journal of Rock Mechanics and Engineering, Numerical Simulation and Test Study on Mechanical Properties Evolution of High-pressure Water Injection Coal Seam.
He: Basic theory and engineering practice in deep mining (Science Press, China 2006), p. 345 [4] Z.
Tang: Rock Mechanics and Rock Engineering, Influence of Heterogeneity of Mechanical Properties on Hydraulic Fracturing in Permeable Rocks.
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