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Online since: August 2013
Authors: Ren Qiang Lu
A New Assessment Model for Coastal Water Quality Based on Nonlinear Mapping Theory
LU Ren-qiang
Department of Civil Engineering and Construction Management, Hunan University of Science and Engineering, Yongzhou, Hunan 425100, China
lrq150@163.com
Keywords: coastal marine; water quality assessment; nonlinear mapping theory
Abstract: A new assessment model for coastal water quality was proposed based on the nonlinear mapping theory.
Yu, “The discriminate model for the corner risk in future based on nonlinear mapping analysis and its application,” Systems Engineering Theory & Practice, Vol. (5), 2006, pp: 1-11
Yu, “The discriminate model for the corner risk in future based on nonlinear mapping analysis and its application,” Systems Engineering Theory & Practice, Vol. (5), 2006, pp: 1-11
Online since: November 2013
Authors: Xin Yan, Jun Ping Wang, Xin Chen
Effect of Steel Stairs to the Overall Performance of Frame Structure
Xin Yan1, a, Junping Wang1,b and Xin Chen1,c
1 Faculty of Civil and Architecture Engineering, Kunming University of Science & Technology, Kunming 650500, China
a378527303@qq.com, b 705553809@qq.com, c 363493538@qq.com
Keywords: stair; earthquake action; frame structure; structure influence
Abstract.
Introduction Currently, Chinese engineering field still uses traditional design method in terms of steel structure staircases design, transforming the load of steel staircases into staircase surface load and changing the plate thickness to 0 and entering it into the calculation model, then separately designing staircases components.
Chengdu: Engineering Technology, (2011)
Introduction Currently, Chinese engineering field still uses traditional design method in terms of steel structure staircases design, transforming the load of steel staircases into staircase surface load and changing the plate thickness to 0 and entering it into the calculation model, then separately designing staircases components.
Chengdu: Engineering Technology, (2011)
Online since: September 2018
Authors: Evgeny V. Alekseev
Alekseev1,a*
1Moscow State University of Civil Engineering, 26 Yaroslavskoe shosse, Moscow 129337, Russia
aAlekseevE@mgsu.ru
Keywords: textile dye wastewater, treatment, adsorption, calcium and magnesium hydroxides
Abstract.
Almost all water treatment in heat-and-power engineering (from regional heat generating stations to industrial boiler houses) is based on the processes of removal of calcium and magnesium ions from water.
Surface Engineering and Applied Electrochemistry. 6 (2008) 76−86.
Almost all water treatment in heat-and-power engineering (from regional heat generating stations to industrial boiler houses) is based on the processes of removal of calcium and magnesium ions from water.
Surface Engineering and Applied Electrochemistry. 6 (2008) 76−86.
Online since: May 2012
Authors: Qiang Che
Numerical Simulation of Thermal Environment in High Heat Tunnel
QIANG Che
Department of Fire Engineering, Chinese People's Armed Police Forces Academy,
Langfang,Hebei, 065000, China
cq@cumtb.edu.cn
Keywords: High heat tunnel, Numerical simulation, Thermal environment, PMV
Abstract.
References [1] Y.Q.Cen, Q.Z.Hou: Thermal Environment Engineering in the Mine (Wuhan University of Technology Press, China 1989) (in Chinese) [2] Y.H.
Vol. 34(2005), p. 323 (in Chinese) [4] P.Z.Yang, H.X.Chen: Construction Machinery For Hydraulic Engineering & Power Station.
Vol. 23 (2002), p. 22 (in Chinese) [5] D.Wei, X.H.Pan, M.L.Zhang: Journal of Beijing Institute of Civil Eng. and Architecture.
References [1] Y.Q.Cen, Q.Z.Hou: Thermal Environment Engineering in the Mine (Wuhan University of Technology Press, China 1989) (in Chinese) [2] Y.H.
Vol. 34(2005), p. 323 (in Chinese) [4] P.Z.Yang, H.X.Chen: Construction Machinery For Hydraulic Engineering & Power Station.
Vol. 23 (2002), p. 22 (in Chinese) [5] D.Wei, X.H.Pan, M.L.Zhang: Journal of Beijing Institute of Civil Eng. and Architecture.
Online since: March 2012
Authors: Young S. Cho, Seong Uk Hong, Hyun Suk Jang, Sang Ki Baek, Sang Woo Han
Estimating Crack Depth of Concrete Structures Using
Ultrasonic Pulse Velocity
Young Sang Cho1,a, Sang Woo Han2,b , Hyun Suk Jang2,c, Sang Ki Baek2,d, Seong Uk Hong2,e
1Department of Architectural Engineering, Hanyang University, Ansan 426-791, Korea
2Department of Architectural Engineering, Hanyang University, Seoul 133-791, Korea
aycho@hanyang.ac.kr, beoeo1212@hanyang.ac.kr, cpsoul@nate.com, dqor5859@hanmail.net, esuhong@hanyang.ac.kr(Corresponding Author)
Keywords: Nondestructive Test, Ultrasonic Pulse Velocity Method, Crack, Concrete Structures
Abstract.
References [1] Karol Komlos: Comparison of Five Standards on Ultrasonic Pulse Velocity Testing of Concrete, ASTM, 1996 [2] The non destructive inspection of the concrete structure and safety test, KCI, 1995 [3] Non-destructive testing manual of concrete and steel, KISTC, 2006 [4] Casa · Fuji: The non-destructive test method and this applicability,The nondestructive inspection37, 3, pp206∼221 [5] Seong-uk Hong, Young-sang Cho - A Study on the Estimation of the Compressive Strength of Concrete Structures using Ultrasonic Pulse Velocity Method and Rebound Hardness Method, 2011. 1 [6] Iqbal Khan Mohammad - Non-Destructive Testing for Concrete: Dynamic Modulus and Ultrasonic Velocity Measurements, Advances in Civil Engineering and Architecture, Advanced Materials Research, Volumes 243 – 249, 2011.5
References [1] Karol Komlos: Comparison of Five Standards on Ultrasonic Pulse Velocity Testing of Concrete, ASTM, 1996 [2] The non destructive inspection of the concrete structure and safety test, KCI, 1995 [3] Non-destructive testing manual of concrete and steel, KISTC, 2006 [4] Casa · Fuji: The non-destructive test method and this applicability,The nondestructive inspection37, 3, pp206∼221 [5] Seong-uk Hong, Young-sang Cho - A Study on the Estimation of the Compressive Strength of Concrete Structures using Ultrasonic Pulse Velocity Method and Rebound Hardness Method, 2011. 1 [6] Iqbal Khan Mohammad - Non-Destructive Testing for Concrete: Dynamic Modulus and Ultrasonic Velocity Measurements, Advances in Civil Engineering and Architecture, Advanced Materials Research, Volumes 243 – 249, 2011.5
Online since: May 2012
Authors: Ke Li, Jing Ji
Dynamic Response of Bridge Subjected to Moving Harmonic Load
Ke Li1, a and Jing Ji1, b
1Provincial key Lab of Disaster Prevention and Reduction Engineering & Protective Engineering, Northeast Petroleum University, Daqing, Heilongjiang,163318, China
a Dq_like@126.com, bJijing1977@163.com
Keywords: Moving Load, Harmonic Load, Dynamic Response, Numerical Simulation.
References [1] Guangyuan Wang: Dynamics of Structures (Advanced Education Press, China 2006) [2] Tao Liu and Fengpeng Yang: Mastering ANSYS (Tsinghua University Press, China 2002) [3] Wenhua Hao: Application Case of ANSYS Civil Engineering (Water and Electricity Press of China, China 2005) [4] Yabin Zhang, Chao Chen and Zhanjin Li: J. of Hebei Polytechnic University (Natural Science Edition).
References [1] Guangyuan Wang: Dynamics of Structures (Advanced Education Press, China 2006) [2] Tao Liu and Fengpeng Yang: Mastering ANSYS (Tsinghua University Press, China 2002) [3] Wenhua Hao: Application Case of ANSYS Civil Engineering (Water and Electricity Press of China, China 2005) [4] Yabin Zhang, Chao Chen and Zhanjin Li: J. of Hebei Polytechnic University (Natural Science Edition).
Online since: August 2013
Authors: Chun Zhi Li, Yong Wen, Bin Liu
FBG sensor technique for dynamic relative displacements measurement
LI Chun-Zhi1, a, WEN Yong1, LIU Bin2
1Institute of System Engineering CAEP, Sichuan Mianyang, 621900
23529 High-tech Zone, Hefei photoelectric technology limited.
Introduction Design of a structure in engineering environment is very complex; sometimes the characteristics of the structure are enclosure type or in laminated state.
FBG has been used for temperature and strain measurement in a variety of large-scale areas such as civil engineering, intelligent smart structure and it has been attached more and more attention.
Introduction Design of a structure in engineering environment is very complex; sometimes the characteristics of the structure are enclosure type or in laminated state.
FBG has been used for temperature and strain measurement in a variety of large-scale areas such as civil engineering, intelligent smart structure and it has been attached more and more attention.
Online since: September 2013
Authors: Guo Li Pang, Dan Qi Chen, Meng Huang
Double Parameter Seismic Damage Model of Concrete-filled Rectangular Tubular Column[C]//Proceedings of the 2012 Second International Conference on Electric Technology and Civil Engineering.
Empirical vulnerability assessment and damage for description natural hazards following the principles of modern macroseismic scales[C]//For proceedings of the 15th World Conference on Earthquake Engineering, Lisbon, Portugal. 2012
Integrated earthquake disaster simulation systems for the highly-networked information society[C]//Proceedings of the 13th World Conference of Earthquake Engineering. 2004
Empirical vulnerability assessment and damage for description natural hazards following the principles of modern macroseismic scales[C]//For proceedings of the 15th World Conference on Earthquake Engineering, Lisbon, Portugal. 2012
Integrated earthquake disaster simulation systems for the highly-networked information society[C]//Proceedings of the 13th World Conference of Earthquake Engineering. 2004
Online since: October 2014
Authors: Karel Vojtasik, Milan Chodacki, Tomas Hochsmann
Ground Improvement by a Nonparallel Layout of Soil Nails
Karel Vojtasik1, a *, Milan Chodacki2,b and Tomas Hochsmann3,c
1,3 VŠB-Technical University of Ostrava Faculty of Civil Engineering, Ludvíka Podéště 1875/17, 708 33 Ostrava-Poruba, Czech Republic
2 Minova Bohemia s.r.o., Lihovarská 1199/10, 716 03 Ostrava - Radvanice, Czech Republic
akarel.vojtasik@vsb.cz, bmilan.chodacki@minova.cz, ctomas.hochsmann@vsb.cz
Keywords: Soil, Improvement, Nail, Net, Layout
Abstract.
Introduction The soil reinforcement ranks to the contemporary geotechnical engineering practice.
The net of nails extends the quality of soils of the tensile stiffness that is not congenial property of any soils but it has great significance in geotechnical engineering.
Introduction The soil reinforcement ranks to the contemporary geotechnical engineering practice.
The net of nails extends the quality of soils of the tensile stiffness that is not congenial property of any soils but it has great significance in geotechnical engineering.
Online since: October 2012
Authors: He Qun Li, Yang Yu, Xiang Yu
Construction of the Kaifeng Outer City Wall and the Form of the City Gate of Northern Song Dynasty
Hequn Li1,a,Xiang Yu2,b,Yang Yu3,c
1College of Civil Engineering and Architecture, Henan University, 475000,China
2Henan Jiangong Engineering Supervision Limited, 475000,China
3Henan Jianxi Construction and Engineering Company Limited,475000,China
alihequn65@sina.com,b190814064@qq.com,c13839995032@163.com
Key words: outer city wall, barbican, water gate
Abstract.