Search results

Efficient Vibration Control with a Semi-Active Vibration Absorber in a Semiconductor Fab Teng-Sheng Su1,a, Chen-Far Hung2,b, Shu-Hua Chang2,c, Ting-Hao Wu2,d and Luh-Maan Chang1,e 1High-Tech Facility Research Center, Department of Civil Engineering, National Taiwan University, Taipei City, 10668, Taiwan 2CAE/CIM Laboratory, Department of Engineering Science and Ocean Engineering, National Taiwan University, Taipei City, 10668, Taiwan atengshengsu@gmail.com, bhungef@ntu.edu.tw, cfarrahchang@ntu.edu.tw, dr00525004@ntu.edu.tw, eluhchang@ntu.edu.tw Keywords: Micro-vibration, vibration attenuation, vibration absorber, semi-active control.
These devices can provide variable damping and/or stiffness and have been used for vibration reduction of mechanical and civil engineering structures [6, 7, 8, 9, 10].
[5] Pinkaew, T., Fujino, Y.: Engineering Structures, Vol.23 (2001) pp.850-856
Structural dynamics and vibration in practice: An engineering handbook.
Haritos: Engineering Structures Vol. 33(12) (2011), p. 3317-3328.

China engineering scientist, 2006,(8):39-60 [3] Shang yi Zhao; Yin ren, Zheng; Wei min Shi.
Calculation for slope stability safety coefficient by finite element strength reduction[J].Geological engineering journal ,2002,24(3):343-346 [4]Jinliangwu, Yongxingzhang, Nianpeng.
Geological engineering journal, 2001,23(4):407-411
[7]Yin ren, Zheng; Shang yi Zhao; The geotechnical engineering limit finite element method and its application[J] Civil engineering journal, 2005,38(1):91-104 [8]Sloan S W.
Analysis of joints rock slope stability by finite element strength reduction[J].Rock mechanics and engineering journal, 2003,22(2):354-360 [10] Chun sun, Zhang; Jin liang, Wu; Xiao jun, Li; Fu feng, Chen.

Slope instability risk analysis in earth dams considering uncertain factors Wang Wei 1, 2,a Li Chuanqi 2,b Wang Shuai 2,c 1 School of Civil Engineering, Tianjin University, Tianjin 300072，China； 2 School of Civil Engineering, Shandong University, Jinan 250061 awangweilcq@sdu.edu.cn, blichuanqi@sdu.edu.cn, cwangshuaisdu@126.com Keywords: slope instability; risk analysis; Simplified Bishop Slice Method; uncertainty.
Although it does not impact the security in engineering, it impacts the economy of dam.
So c-φ correlation should be considered in engineering.
Chinese Journal of Geotechnical Engineering，1994，(2)
Probability Concepts in Engineering Planning and Design Vol. 2, [M].

Chinese Journal of Geotechnical Engineering, 1998, 20(5):64-67
Earthquake Resistant Engineering, 2000.6 2
Chinese Journal of Geotechnical Engineering, 1994.16(3):23-32
Earthquake Engineering and Engineering Vibration. 1998.3(1):18
Geotechnical Engineering Technique. 2003

Physical, Mechanical and Chemical Properties of Dewatered Sewage Sludge and Red Gypsum Mix as a Potential Recycling Product Nor Azalina Binti ROSLI1,a, Hamidi Abdul AZIZ2,3,b*, Mohamad Razip SELAMAT2,3,c and Leonard LIM Lik Pueh1,d 1Faculty of Engineering, Universiti Malaysia Sarawak, 94300 Kota Samarahan, Malaysia 2School of Civil Engineering, Engineering Campus, Universiti Sains Malaysia, 14300 Nibong Tebal, Penang, Malaysia 3Solid Waste Management Cluster, Engineering Campus, Universiti Sains Malaysia, 14300 Penang, Malaysia anorazalinarosli@gmail.com, bcehamidi@usm.my, ccemrs@usm.my, dllpleonard@unimas.my Keywords: Sewage sludge, red gypsum, temporary landfill cover, unconfined compressive strength Abstract.
This work was funded by Ministry of Education Malaysia under FRGS Grant Scheme for research associated with the Solid Waste Management Cluster, Engineering Campus, Universiti Sains Malaysia.
In Proc. of the Institution of Civil Engineers-Engineering Sustainability, 163(3), 137-146, Thomas Telford Ltd
In 1st International Conference on Engineering for Waste Treatment: Beneficial Use of Waste and By-Products (Waste Eng 2005), Albi, France

Student, Department of Civil Engineering,Goa College of Engineering, Farmagudi, Goa, India 2Professor, Department of Civil Engineering, Goa College of Engineering, Farmagudi, Goa, India ashreya.shetgaonkar@gmail.com, bpsavoikar@gmail.com Keywords: Soil-structure interaction, fixed base, pile, raft, combined piled raft, seismic response, base shear, storey displacement.
Subramanya, “Soil Structure Interaction of Framed Structure Supported on Different Types of Foundation,” International Research Journal of Engineering and Technology (IRJET), Vol. 2 (5), August 2015, pp. 651-660
Murty, “Influence of Soil Structure Interaction on the Seismic Response of a Multi Storied Building on Isolated Footings,” International Journal of Emerging Technology and Advanced Engineering Website: www.ijetae.com, ISSN 2250-2459, ISO 9001:2008 Certified Journal,Vol. 6(3), March 2016, pp 69-78
Samali, “Effects of soil-pile-structure interaction on seismic response of moment resisting buildings on soft soil,” 3rd International Conference on New Developments in Soil Mechanics and Geotechnical Engineering, 28-30 June 2012
Jayalekshmi “Soil-Structure interaction effects on seismic response of a 16 storey RC framed building with shear wall” American Journal of Engineering Research (AJER) e-ISSN : 2320-0847 ISSN : 2320-0936, Vol. 2, pp.53-58.

A Method of Calculation on the Deformation of Column Piles in Deep Foundation Pit Linna Sun1, a, Yan Liu2, b and Liming Zhang1 1 Department of Civil Engineering, Qingdao Technological University, Shandong, 266033, China 2 School of Civil Engineering and Architecture, Jinan University, Shandong, 250012, China asunlinna1979@163.com, bliuyan322@163.com Keywords: column pile, additional bending moment, deep foundation Abstract: During excavation of deep foundation pits, the effects of vertical deformation on column piles are often neglected while those uplifts may lead to destruction of internal supports.
The more research on overall stability, horizontal deformation of retaining structure and internal force of foundation pits engineering is carried out, while the research on vertical deformation of column piles in foundation pits is very few [1].
Engineering cases Some foundation pit is 174.08m long in the east, 62.53m long in the west and 22.30m wide.
References [1] Liu Jianhang, Hou Xueyuan: Excavation engineering handbook.
Beijing: China Architecture and Building Press, 1997 [2] Liu Guobin, Hou Xueyuan: Underground Engineering and Tunnels, 1996(2)1-7

Analysis of the Mechanical Behavior of Short Tube Columns Filled with Concrete by Different Contact Surface Conditions Te-Wei FAN 1, 2 1Department of Civil Engineering, Chung Hua University, 707 Sec. 2, Wufu Road, Hsinchu, Taiwan 30012, ROC 2Department of Civil Engineering, National Chiao Tung University, 1001 University Road, Hsinchu, Taiwan 300, ROC   dfan@chu.edu.tw Keywords: Concrete-filled tube columns, Finite element analysis, Contact element Abstract.
“Nonlinear Analysis of Axially Loaded Concrete-Filled Tube Columns with Confinement Effect”, ASCE, Journal of Structural Engineering, Vol. 129, No. 10
“Behavior of Concrete-Filled Steel Tube Beam Columns”, ASCE, Journal of Structural Engineering, Vol. 130, No. 2
“Axially Loaded Concrete-Filled Steel Tubes”, Journal of Structural Engineering, Vol. 124, No. 10,, October
“Behavior of Centrally Loaded Concrete-Filled Steel-Tube Short Columns”, ASCE, Journal of Structural Engineering, Vol. 130, No. 2.

The Study on Bond and Anchorage Behavior of RC Flexural Members with Inorganic Adhesive Powder Xingang Zhou1,2,a,Hua Fang 2,b ,Junyin Yan 2,c and Peng Zhu2,d 1Department of Civil Engineering, Tsinghua University, Beijing, China 2School of Civil Engineering, Yantai University, Yantai, China aytuzhou@126.com, b182012392@qq.com, c284669332@qq.com, d840362795@qq.com Key words: Inorganic adhesive powder, Pond-slip relationship, Anchorage behavior.
Reference [1] Xingang Zhou,Bond Characteristics and Engineering Application Postinstalled Fastenings of Static and Dynamic Behavior of RC.The 13 th national structure engineering structure engineering academic meeting,(2004).
[4] Jianrong Zhang, et al.Structural Engineer,Vol.20 , No.5,47-58(2004).

Experimental Research on Basalt Fiber Reinforced High-strength Concrete Filled Steel Tubular Short Columns Subjected to Axial Compression Load Hailiang Wang1,a, Hao Li1,b 1School of Civil Engineering, Tianjin Chengjian University, Tianjin, 300384, China awanghailiang6601@126.com,blihao11024@163.com Keywords: Basalt Fiber; Concrete Filled Steel Tubular Short Column ;Mechanical Property; Axial Compression ; Confinement coefficient Abstract.The tests of 5 basalt fiber reinforced high-strength concrete filled steel tubular short columns and 1 high-strength concrete filled steel tubular short column were carried out under axial compression load, and the influence of different dosages and length-diameter ratio of basalt fiber on the mechanical behavior of the basalt fiber reinforced high-strength concrete filled steel tubular short columns were discussed.
References [1] Zhonghua Zhao, Xiaobo Liu:Construction Technology under Low Temperature.Vol.33(2011),p.5 [2] lijun Ouyang, Bin Ding, Zhoudao Lu: Fiber Reinforced Plastics/Composites.Vol.37(2010),p.84 [3] Hailiang Wang, Chunwei Chang, Xinlei Yang: Railway Engineering.Vol.51(2011),p.24 [4] Ming Tang: Concrete.Vol.32(2010),p.76 [5] Sumei Zhang, Yuyin Wang: China Civil Engineering Journal.Vol.9(2004) ,p.1 [6] Feng He, Xuhong Zhou, Changhui Tang: Engineering Mechanics.Vol.17(2000),p.61 [7] Juan Chen, Yiyan Lu, Bin Li: Engineering Mechanics.Vol.28(2011),p.115 [8]Wenbo Gao, Xiaoguang Wang: Engineering Journal of Wuhan University.Vol.35(2002),p.70 [9]Shantong Zhong: Steel-tube concrete structure ( Hei Longjiang Science and Technology Publishing House, Ha Erbin1994 )