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Online since: November 2005
Authors: Han Sur Bang, Gyu Baek An, Mitsuru Ohata, Masahito Mochizuki, Masao Toyoda
., Geoje, Gyeongnam-Do, Korea
2
Department of Manufacturing Science, Graduate School of Engineering, Osaka University, Osaka,
Japan
3
Department of Architecture & Ocean Engineering, Chosun UniversityGwangju, KOREA
a
gyubaek.an@samsung.com, bohata@mapse.eng.osaka-u.ac.jp,
Cmmochi@mapse.eng.osaka-u.ac.jp, dhabang@mail.chosun.ac.kr,
e
toyoda@mapse.eng.osaka-u.ac.jp
Keywords: Ductile crack initiation, Strength mismatch, Stress triaxiality, Equivalent plastic strain
Abstract.
Okashita, et al.: Journal of Japan Society of Civil Eng.
Toyoda: Engineering Fracture Mechanics Vol. 70 (2003), p. 1359 [13] Hibbit Karlsson and Sorensen: ABAQUS/Standard User's Manuals Ver. 5.8 (1998), pp. 1-3
Okashita, et al.: Journal of Japan Society of Civil Eng.
Toyoda: Engineering Fracture Mechanics Vol. 70 (2003), p. 1359 [13] Hibbit Karlsson and Sorensen: ABAQUS/Standard User's Manuals Ver. 5.8 (1998), pp. 1-3
Online since: August 2014
Authors: Xiao Dong Wang, Jin Zhi Wang, Zhi Xiang Zhou, Xie Dong Zhang
Introduction
The emergence of reinforced concrete structure has made civil engineering being greatly developed.
So, how to improve crack resistance becomes a goal pursued by engineers all over the world.
[15] Broek D.: Elementary Engineering Fracture Mechanics [M].
So, how to improve crack resistance becomes a goal pursued by engineers all over the world.
[15] Broek D.: Elementary Engineering Fracture Mechanics [M].
Online since: January 2014
Authors: Ya Fan Bi, Hong Bo Zhang, Jun Hu Xu, Xiong Fei Chen, Lin Lin Mu
Mesophilic Anaerobic Study on Chinese Herbs Residues of Honeysuckle and Midday Tea
Junhu XU1,a, Xiongfei CHEN1,b,Linlin MU1,c,Hongbo ZHANG1,d,Yafan BI1,e;
1School of Environment and Civil Engineering, Wuhan Institute of Technology, Wuhan 430074, China
aemail:xujunhu19891014@163.com, bemail:chenxiongfei2013@163.com (corresponding author), cemail: 332301950@qq.com, demail: 954714956@qq.com, eemail: biyafan@qq.com
Key words: Honeysuckle; Midday tea; Mesophilic anaerobic digestion; Methanogenic; kinetics
Abstract.
Feng, et al, Research Advancement of Bioethanol Preparation from Lignocellulosic Biomass, Chemical Engineering of Oil & Gas. 11 (2007) 452-461
[17] Hu Z-H, Wang G, Yu H-Q, Anaerobic degradation of cellulose by rumen microorganism at various pH, Biochemical Engineering Journal. 21 (2004) 59-62
Feng, et al, Research Advancement of Bioethanol Preparation from Lignocellulosic Biomass, Chemical Engineering of Oil & Gas. 11 (2007) 452-461
[17] Hu Z-H, Wang G, Yu H-Q, Anaerobic degradation of cellulose by rumen microorganism at various pH, Biochemical Engineering Journal. 21 (2004) 59-62
Online since: January 2014
Authors: Bo Liu, Ya Jun Zhang, Ping Xu, Tao Wang, Nai Te Su
Chlorine Decay Models and Influencing Factors
Bo Liu 1,a*, Ping Xu 1,b, Yajun Zhang1,c,Tao Wang1,d,Naite Su1,e
Key Laboratory of Urban Stormwater System and Water Environment, Ministry of Education, School of Environment and Energy Engineering, Beijing University of Civil Engineering and Architecture, Beijing, 100044, China
aliubo3150@126.com, bxuping@bucea.edu.cn, czhangyajun@bucea.edu.cn, dyorkwangtao@163.com, esunaite0720@163.com
Keywords: Chlorine Decay Model, Water Quality, Organic, Inorganic Ion, Pipe
Abstract: Microorganism control has a great significance for the safety of drinking water and reclaimed water.
Water quality deterioration in distribution systems. environmental and pipeline engineering.2000,Washington:127~136 [6] Lechevallier M.W.
Water quality deterioration in distribution systems. environmental and pipeline engineering.2000,Washington:127~136 [6] Lechevallier M.W.
Online since: May 2011
Authors: Zhi Rong Niu, Zhen Li Huang
Study on the large fire tests temperature spread properties of
external thermal insulation system
Niu Zhirong1,a Huang Zhenli 2,b
1College of Civil Engineering and Architecture, Jiaxing University, Jiaxing, Zhejiang, China
2Beijing Zhenli energy conservation and environmental protection technology Co., LTD
aniuzr@126.com, bhuangzhenli@yeah.net
Keywords: Exterior insulation system, Fire experiment, Building fireproofing, Temperature field, Fire spread
Abstract.
In order to improve the fire performance of exterior wall thermal insulation system composed of organic heat preservation material, a variety of different structural measures can use to enhance its fire performance in engineering.
References: [1] Song Changyou, Chen Danlin, Huang Zhenli, Ji Guangqi, Study on fire-proof technology of outer-wall external thermal insulation system for high-rise buildings ,Building Science,Vol.24, No.2,2008,p.93~103 [2] Song Changyou, Ji Guangqi, Chen Danlin, Zhu Chunling, Fire-proof Safety Analysis on Outer-wall External Thermal Insulation System, Building Science, Vol.24,No.2,2008, p.8~12 [3] Song Changyou, Huang Zhenli, Ji Guangqi, Chen Danlin, Discussion on Fire-proof Technologies and Problems of Outer-wall External Thermal Insulation System, Building Science, Vol.24,No.2,2008, p.1~7 [4] Niu Zhirong, Xong Houren, Xiang yi etc, Temperature field analysis of Exterior wall insulation system fire experiment, Journal of Disaster Prevention and Mitigation Engineering, Vol.30,Supplement, 2010, p.120~125 [5] Song Changyou, Chen Danlin etc, Typical Fire Cases for Outer-wall External Thermal Insulation System, Building Science,Vol.24, No.2, 2008,p.12~20
In order to improve the fire performance of exterior wall thermal insulation system composed of organic heat preservation material, a variety of different structural measures can use to enhance its fire performance in engineering.
References: [1] Song Changyou, Chen Danlin, Huang Zhenli, Ji Guangqi, Study on fire-proof technology of outer-wall external thermal insulation system for high-rise buildings ,Building Science,Vol.24, No.2,2008,p.93~103 [2] Song Changyou, Ji Guangqi, Chen Danlin, Zhu Chunling, Fire-proof Safety Analysis on Outer-wall External Thermal Insulation System, Building Science, Vol.24,No.2,2008, p.8~12 [3] Song Changyou, Huang Zhenli, Ji Guangqi, Chen Danlin, Discussion on Fire-proof Technologies and Problems of Outer-wall External Thermal Insulation System, Building Science, Vol.24,No.2,2008, p.1~7 [4] Niu Zhirong, Xong Houren, Xiang yi etc, Temperature field analysis of Exterior wall insulation system fire experiment, Journal of Disaster Prevention and Mitigation Engineering, Vol.30,Supplement, 2010, p.120~125 [5] Song Changyou, Chen Danlin etc, Typical Fire Cases for Outer-wall External Thermal Insulation System, Building Science,Vol.24, No.2, 2008,p.12~20
Online since: December 2010
Authors: Yan Li Guo, Xing You Yao
Shape Optimization and Seismic Design of Concrete-Filled Square Tubular Column and Reduced Beam Section with Cut Web
Yanli Guo1,a,Xingyou Yao2,b
1 College of engineering, Guangdong Ocean University, Zhanjiang, China 524088
2College of civil engineering, Tongji University, Shanghai, China 200092
aguoyanlichd@126.com, byaoxingyoujd@163.com
Keywords: Shape Optimization; Seismic Design; Concrete-Filled Steel Square Tubular Column; Beam-Column Joint; Reduced Beam Section; Nonlinear FEM
Abstract.
Engineering Mechanics (in Chinese),Vol. 21(1) (2004), p.61-69
Engineering Mechanics (in Chinese),Vol. 21(1) (2004), p.61-69
Online since: November 2012
Authors: Hou Tian Zhang, Lei Hu
The Application of GPS for High Rise Building Deformation Monitoring During the Servicing Stage
Houtian Zhang1,a, Lei Hu1,b
1Department of Civil Engineering in Luoyang Institute of Science and Technology, China , 471023
atiantianhou@tom.com, bhulei127@sohu.com
Keywords: High-Rise building, Deformation monitoring, Service stage, GPS
Abstract.
Through the analysis of deformation monitoring data, can give better mechanism of deformation, certificate deformation hypothesis, test design theory correctness and rationality, provide the basis for future changing and instituting specification Existing Problems of High Rise Building's Deformation Monitoring During the Servicing Stage 《Code for engineering surveying GB50026-2007》and《Code for deformation measurement of building and structure JGJ 8-2007》asks that the ordinary high rise building must be carried out in third and third above order deformation monitoring[1,2].
[2] Ministry of construction of the People’s Republic of China.Code for engineering surveying (GB50026-2007).
Through the analysis of deformation monitoring data, can give better mechanism of deformation, certificate deformation hypothesis, test design theory correctness and rationality, provide the basis for future changing and instituting specification Existing Problems of High Rise Building's Deformation Monitoring During the Servicing Stage 《Code for engineering surveying GB50026-2007》and《Code for deformation measurement of building and structure JGJ 8-2007》asks that the ordinary high rise building must be carried out in third and third above order deformation monitoring[1,2].
[2] Ministry of construction of the People’s Republic of China.Code for engineering surveying (GB50026-2007).
Online since: May 2011
Authors: Zhi Wu Yu, Zhao Hui Lu, Yan Gang Zhao
The Modulus of Elasticity of High-Strength Concrete
Zhao-Hui Lu1,a, Zhi-Wu Yu1,b and Yan-Gang Zhao2,c
1School of Civil Engineering and Architecture, Central South University, 22 Shaoshannan Road, Changsha 410075, China
2Department of Architecture and Building Engineering, Kanagawa University, 3-27-1 Rokkakubashi, Kanagawa-ku, Yokohama 221-8686, Japan
agt2064@163.com, bzhwyu@mail.csu.edu.cn, czhao@kanagawa-u.ac.jp
Keywords: High-strength concrete; Modulus of elasticity; Concrete compressive strength; Coarse aggregate.
When the strength of concrete gets higher, some of its characteristics and engineering properties become different from those of normal-strength concrete (NSC) [1-3].
When the strength of concrete gets higher, some of its characteristics and engineering properties become different from those of normal-strength concrete (NSC) [1-3].
Online since: October 2011
Authors: Sui Yi Zhu, Ming Xin Huo, Kang Zhou, Jian Wang, Xia Yang
Abdeltif: International Journal of Chemical Reactor Engineering Vol.5 (2007), p.
Huo: International Journal of Chemical Reactor Engineering Vol.9 (2011), p.
Wang: Journal of Jilin Architectural and Civil Engineering Institute Vol.20, (2003), p. 1 [16] M.
Huo: International Journal of Chemical Reactor Engineering Vol.9 (2011), p.
Wang: Journal of Jilin Architectural and Civil Engineering Institute Vol.20, (2003), p. 1 [16] M.
Online since: April 2011
Authors: Xi Xi He, Zhi Hui Xie
Experimental Study on Statistical Parameters of Concrete Strength Based on Weibull Probability Distribution
He xixi1,a, Xie zhihui1,b
1Beijing University of Civil Engineering and Architecture, China
a68322510@sina.com bxiezh2469@163.com
Keywords: size effect, Weibull modulus, concrete, statistical test of strength
Abstract: Along with deterministic size effect theory statement, Weibull distributed size effect has been neglected generally.
Nuclear Engineering and Design, 48:563~593, 1978
Terry, Modular Pebble-Bed Reactor Project, Laboratory Directed Research And Development Program, FY 2001 Annual Report, Idaho National Engineering And Environmental Laboratory And The Massachusetts Institute Of Technology
Nuclear Engineering and Design, 48:563~593, 1978
Terry, Modular Pebble-Bed Reactor Project, Laboratory Directed Research And Development Program, FY 2001 Annual Report, Idaho National Engineering And Environmental Laboratory And The Massachusetts Institute Of Technology