Search results

Seismic Testing of the Connecting Joint in a Buckling-Restrained K-Braced RC Frame An-Chien Wu1,a*, Keh-Chyuan Tsai2,b and Ting-Li Lin2,c 1National Center for Research on Earthquake Engineering, Taipei, Taiwan 2Department of Civil Engineering, National Taiwan University, Taipei, Taiwan aacwu@ncree.narl.org.tw, bkctsai@ntu.edu.tw, cr03521251@ntu.edu.tw *corresponding author Keywords: buckling-restrained brace, reinforced concrete frame, corbel, beam-column joint, nonlinear response history analysis.
This test was conducted at Taiwan National Center for Research on Earthquake Engineering.
Tsai, Object-oriented development and application of a nonlinear structural analysis framework, Advances in Engineering Software 40 (2009) 66-82
[9] American Society of Civil Engineers / Structural Engineering Institute, Minimum Design Loads for Buildings and Other Structures (ASCE/SEI 7-10), Reston, Virginia, 2010
Sakata, Shear resistance of reinforced concrete corbels for shear keys, The 9th International Conference on Urban Earthquake Engineering and 4th Asia Conference on Earthquake Engineering, Tokyo, Japan, 2012

College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100022 aemail:zuoxi82@126.com; bemail: gxchen@njut.edu.cn Keywords: Soft ground, Underground subway station structure, Large-scale shaking table tests, Seismic response, Spatial effects.
Structural Engineering Earthquake Engineering. 2005, 22(1): 41-53
Earthquake Engineering and Engineering Vibration, 2007, 27(2): 171-176
Earthquake Engineering and Engineering Vibration, 2007, 27(1): 164-170
Chinese Journal of Geotechnical Engineering, 2010, 32(1): 89-97

After a series of studies engineer G.A.
The list consumed from the outside of energy resources engineering systems of the building is provided in Table 2. [8-9] Table 2.
Methods of calculatingdepreciation expenses of construction machinery (2012) Journal of Applied Engineering Science, 1(10), pp. 43-48
Solar energy systems in the architecture of historic cities (2013) Bulletin of Civil Engineers. 5 (40), pp. 26-31
Solar energy systems in the architecture of historic cities (2013) Bulletin of Civil Engineers. 5 (40), pp. 26-31

Construction Process Optimization of Concrete Structural Elements Using VDC - Case Study (Building) Diego Ruesta Balcazar1,a, Sebastián Mathias Burga Sandoval1,b, Alexandre Almeida Del Savio1,c*, Tulika Majumdar2,d 1Civil Engineering Department, Universidad de Lima, Lima, Peru 2Department of Civil and Environmental Engineering, Stanford University, USA E-mail address(es): adiego1999r@gmail.com, bmathbusa@gmail.com, cdelsavio@gmail.com*, dtulika@stanford.edu Keywords: Virtual Design Construction, VDC, MEP, coordination, BIM, plumbing systems, prefabrication.
Journal of Building Engineering, 14, 89–102. https://doi.org/10.1016/j.jobe.2017.10.002 [4] Blayse, A.M.; Manley, K.
JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT, 27(4), 217–229. https://doi.org/10.3846/jcem.2021.14742 [7] Kunz, J.; Fischer, M.
Procedia Engineering, 57, 767–774. https://doi.org/10.1016/j.proeng.2013.04.097 [13] Majumdar, T., Rasmussen, S.
An information engineering approach to modelling building design.

Bakhracheva, Prediction of residual life of reactor steels to ensure safe operation of nuclear power plant reactor vessels, IOP Conference Series: Materials Science and Engineering. 451(1), (2018) 012202
Khokhlov, Wear laws at elastic interaction / Russia Engineering Research. 16 (1996) 11–12
Bakhracheva, Fracture toughness prediction by means of indentation test , International Journal for Computational Civil and Structural Engineering. 9 (2013) 21–24
Trokhimchuk et al., Accident Prevention and Diagnostics of Underground Pipeline Systems, IOP Conference Series: Materials Science and Engineering. 262, (2017). 012171
New York, NY: American Society of Mechanical Engineers, 700p

Calculation and Analysis for Limit Bearing Capacity of Steel Tube Reinforced Short Column Piers by Limit Equilibrium Method LIU Jin Sheng1, a, QIU Bo2, b* and QIAN Yong Jiu3, a aSchool of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, PR china bSchool of Mechanics and Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, PR china a29232446@qq.com, b973436645@qq.com, c yjqian@home.swjtu.edu.cn Keywords: Limit Equilibrium Method, Bridge Reinforcement, Steel Tube Reinforcement, Bridge Piers.
The existed concrete column reinforced by external steel tube is a common reinforcement technique and widely used in engineering.
The new calculating method of bearing capacity of reinforced structure that has clearly mechanics concept could be widely applied in engineering practices.

Experimental Study of Time-Frequency Effect of Rocks* Wan Xinlin Zhang Su Department of civil engineering, Anhui Institute of architecture & industry, Hefei, 230601 Keywords: time-frequency effect; sine wave loading; instantaneous Young’s modulus.
The results obtained are very important for nonlinear wave study, and the theoretical study and application of earthquake and engineering.
Chinese Journal of Rock Mechanics and Engineering, 2009, 28(4): 687-696
Chinese Journal of Rock Mechanics and Engineering, 2001, 20(2)：216-219

Study on Hydraulic Flow in Stratified Pipe Performed by Numerical Simulation Ani Hairani1,a*, Djoko Legono2,b and Adam Pamudji Rahardjo3,c 1Department of Civil Engineering, Universitas Muhammadiyah Yogyakarta, Indonesia 2,3Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Indonesia aanihairani@umy.ac.id, bdjokolegono@ugm.ac.id, cadam.pamudji.r@gmail.com Keywords: pressure head, loss coefficient, turbulence model, separation Abstract.
Reattachment length is a dimensionless parameter commonly used by the mechanical engineer to analyze separated region.
FLUENT Software 6.3 Version is one of the computational fluid dynamics which is widely used in the engineering field.
Reattachment length is a dimensionless parameter commonly used by the mechanical engineer to analyze separated region.
Acknowledgement The authors greatly acknowledge Head of Simulation and Computation Laboratory of Mechanical Engineering Department UGM and the assistants for permission to use FLUENT Software, Head of Hydraulic Laboratory of Civil and Environmental Engineering Department UGM and all staffs for permission and for the provision of help to conduct the experiment.

Numerical Solution of Elas-plastic Impact Load of Tube Column Chunyang Liu1,a, Bingxin Li2,b, *Jinsan Ju 1,c, Xiugen Jiang1,d, Xiaochuan You3,e 1 Dept. of Civil Engineering, China Agricultural University, Beijing, 100083, P.R.
China 2 Dept. of Civil Engineering, Heibei Normal University of Science and Technology, Qinhuangdao, 066004, P.R.China 3 Dept. of Engineering Mechanics, School of Aerospace, Tsinghua University, Beijing 100084, P.R.China a liuchunyang@cau.edu.cn, blisiyu1999@163.com, cjujinsan@tsinghua.org.cn, d jiangxiugen@tsinghua.org.cn, e youxiaochuan@tsinghua.edu.cn Key words: elas-plastic impact load; numerical solution; bar model; tube model; mass ratio.
Journal of Impact Engineering, Vol. 31 (8), 2005, p.929-944
International Journal of Impact Engineering, 34(7) , 2007, 1258-1271
Engineering Mechanics, Vol.24 (6), 2007, p.49-53.

Moreover, the assistance of Professor Xian Wu at Department of Resource and civil Engineering, Northeastern University, Shenyang is very much appreciated.
Journal of Engineering Mechanics, ASCE, Vol.116, No.3, pp.587-604
Journal of Engineering Mechanics, ASCE, Vol.116, No.3, pp.605-619
Engineering Fracture Mechanics, Vol.65, pp.111-131
Engineering Fracture Mechanics, Vol.65, pp.189-207