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The Ultimate Shear Bearing Capacity of RC beam Strengthened with SWR External Prestressing under Dead Load Level when Strengthening Tianlai Yu1, a, Hongkun Han1,b Xinyu Li1,c and Qiang Ma1,d 1Civil Engineering College, Northeast Forestry University, Harbin, Heilongjiang, 150040, China aTianlaiyu@126.com, bhanhongkun_1984@163.com, clixinyuxxx@sina.com Keywords: The dead Load-Level when strengthening, SWR (steel wire rope), Shear strengthened, ultimate Shear bearing capacity, Reduction factor.
The actual reinforcement for civil engineering purposes, usually are to reinforcement the damaged beam under a constant load, it should consider the damage degree and dead load levels in the original beam on the reinforcing effect of the reduction effect.
References [1] Xingguo Wang, Zhaoyang Zhou and Xiantao Zeng: Building Scientific Research of Sichuan.Vol.5 (2005), p.46-49 (In Chinese) [2] Tong Zhao, Jian Xie and Ziqiang Dai: School of Civil Engineering, Tianjin University.
Vol.10 (2006), p.50-54 (In Chinese) [5] Tianlai Yu, Leilei Tian, Qiang Ma: Advanced Materials Research Vols. 243-249 (2011) p. 5576-5580 [6] Tianlai Yu, Qiang Ma, Leilei Tian: Advanced Materials Research Vols. 243-249 (2011) p. 5571-5575 [7] People's Republic of industry standards: Standards Methods for Testing of Concrete Structure (GB 50152-1992)(China Communication Press, Beijing 1992) (In Chinese) [8] Jianshu Ye: Principles of structure design(China Communication Press, Beijing 2005)(In Chinese) [9]Pingyi Jia, Yantao Li, Lijun Wang: Journal of Hebei Institute of Architecture Civil Engineering .Vol.19 (2001), p. 7-9(In Chinese)

An Influence of Cyclic Loading on Behaviour of a Hysteretic Interface Damage Model Roman Vodička Technical University of Košice, Civil Engineering Faculty, Vysokoškolská 9, 042 00 Košice, Slovakia roman.vodicka@tuke.sk Keywords: Interface damage; Cohesive zone model; Fatigue life; Nonlinear variational inclusions Abstract.
Introduction Solutions of problems with cracking interfaces are required in many practical situations of civil engineering.
Key Engineering Materials., 774:84-89, 2018
In Lecture Notes in Civil Engineering, vol. 20, pp. 54 - 66, Springer, 2019

Damage Detection of a Substructure based on Response Reconstruction in Frequency Domain Jun LI1, a, Siu-Seong LAW2,b and Yong DING3,c 1School of Civil and Resource Engineering, University of Western Australia, Australia 2Department of Civil and Environmental Engineering, Hong Kong Polytechnic University, Hong Kong, China 3Department of Civil Engineering, Harbin Institute of Technology, China a jun.li@uwa.edu.au, bcesslaw@polyu.edu.hk, cDavid.Ding@connect.polyu.hk Keywords: Substructure; Damage detection; Response reconstruction; Frequency domain.
The preparation of the finite element model of a real structure is a formidable task for engineers.

Flexural Behavior of SRC columns under axial and bilateral loading Shiang Zhang1,a , Zuozhou Zhao1, b and Xiaogang He2,c 1Key laboratory of civil engineering safety and durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing 100084, China; 2 Architectural Design and Research Institute, Tsinghua University, Beijing 100084, China aamdabit@126.com, bzzzhao@tsinghua.edu.cn, chexiaogang@tsinghua.org.cn Keywords: fiber model, steel reinforced concrete, column, confinement, axial and bilateral loading Abstract.
[6] K.C.Tsai, Y.Lien and C.C.Chen: Journal of the Chinese Institute of Civil and Hydraulic Engineering, Vol.8-4 (1996), p.535 (In Chinese)
[10] S.A.Mirza, B.W.Skrabek: Journal of Structural Engineering, ASCE, Vol. 118-5(1992), p.1312.

Citation & Copyright (to be inserted by the publisher) Time-Frequency Analysis for Impact Echo-SASW (IE-SASW) Method Dong-Soo Kim 1, Nam-Ryong Kim 2 and Won-Seok Seo 3 1 Professor, Department of Civil and Environmental Engineering, Korea Advanced Institute of Science and Technology (KAIST), 373-1, Guseong-dong, Yuseong-gu, Daejeon, 305-701, Korea 2 M.S.
Student, Department of Civil and Environmental Engineering, KAIST 3 Ph.D.
Student, Department of Civil and Environmental Engineering, KAIST Keywords: Concrete, Impact echo, Nondestructive testing, SASW, Time-frequency analysis Abstract.
[9] Kim, D.S., Kim, H.W., Seo, W.S., Choi, K.C., and Woo, S.K.: Feasibility study of the IESASW method for nondestructive evaluation of containment building structures in nuclear power plants, Nuclear Engineering and Design, Vol. 219, No. 2, (2002), pp. 97-110

Research on Protection and Reuse of Industrial Heritage and Environment in Shenyang Xiaoyu Wang1,a, Xinying Lan2,b and Xinlu Zheng3,c 1School of Architecture＆Civil Engineering, Shenyang University of Technology, No.111, Shenliao West Road, Economic＆Technological Development Zone, Shenyang, 110870, P.R.China 2 School of Architecture＆Civil Engineering, Shenyang University of Technology, No.111, Shenliao West Road, Economic＆Technological Development Zone, Shenyang, 110870, P.R.China 3Information＆Control Engineering Faculty, Shenyang Jianzhu University, No.9, Hunnan East Road, Hunnan New Zone, Shenyang, 110168, P.R.China awxy_zxl@yahoo.com.cn, blanxinying1977 @sohu.com, czw010101@yahoo.com.cn Keyword: Industrial heritage, heritage and environment, Protection, Reuse, Shenyang Abstract: As a historically famous city, Shenyang boasts of a wealth of industrial heritage which, however, is suffering destructions.
(4) Normal factory buildings suitable to be rebuilt into apartment 3, hotel and office buildings Many of the dilapidated industrial buildings in Shenyang are multi-storey factory buildings, which have a lot in common with the current civil buildings and can be transformed into apartments, hotels, office buildings, and etc
In sense of social significance, industrial buildings heritage served as a record of the life of common people; from the perspective of technique and science, it is of great significance to the research on the history of manufacturing, engineering and architecture; and in terms of esthetics, those remarkable buildings possess great esthetic value for their marvelous design and layout.

In-plane Stability Bearing Capacity of Variable Section Column Ming Chen 1,a and Xiao-fei Ma2,b 1Institute of Architecture and Civil Engineering, Inner Mongolia University of Science and Technology, Baotou, Inner Mongolia, China 2Institute of Architecture and Civil Engineering, Inner Mongolia University of Science and Technology, Baotou, Inner Mongolia, China acmlx-1978@163.com, b641699217@qq.com Keywords: variable section column; in-plane stability bearing capacity; finite element analysis; parametric analysis Abstract.
China Civil Engineering Journal,2004，37(1)：13-19(in Chinese)
Engineering Mechanics, 2010, 9: 139-146(in Chinese)

Pietrzyk, Development of the Multi-scale Analysis Model to Simulate Strain Localization Occurring During Material Processing, Archive of Computational Methods in Engineering, 16 (2009) 287 – 318
Szyndler, Effect of number of grains and boundary conditions on digital material representation deformation under plane strain, Archives of Civil and Mechanical Engineering, In Press, Corrected Proof, Available online 29 September (2013) [16] L.
Cybułka, Digital Material Representation as an efficient tool for strain inhomogeneities analysis at the micro scale level, Archives of Civil and Mechanical Engineering, Archives of Civil and Mechanical Engineering, 11 (2011) 661-679

Examining the Effect of Asphalt Plant Surplus Filler on Water and Chloride Ion Permeability of Cement Mortar Hadi Vafaeinejad1,a and Mahdi Kioumarsi2,b 1Graduated MSc Student in Civil and Structural Engineering, Alaodoleh Semnani Education Institute of Semnan, Iran 2Associate Professor, Department of Civil Engineering and Energy Technology, OsloMet – Oslo Metropolitan University ahadivafaeinejad@gmail.com, bmahdi.kioumarsi@hioa.no Keywords: cement, filler, cement mortar, water permeability, chloride ion penetration, electrical resistance.
International Journal of Engineering and Technology, 2012. 2(12)
Jordan Journal of Civil Engineering, 2012. 6(3): p. 340-352

The Effect of Bottom Ash on Fresh Characteristic, Compressive Strength and Water Absorption of Self-Compacting Concrete Norul Ernida Zainal Abidin1, a*, Mohd Haziman Wan Ibrahim1,b , Norwati Jamaluddin1,c, Kartini Kamaruddin2,d and Ahmad Farhan Hamzah1,e 1,Faculty of Civil and Environmental Engineering Universiti Tun Hussein Onn Malaysia, Batu Pahat, Johor, MALAYSIA 2Faculty of Civil Engineering, Universiti Teknologi MARA, Shah Alam, Selangor, MALAYSIA.
Annie Peter, A Simple Tool for Self-Compacting Concrete Mix Design, International Journal of Advance in Engineering and Technology 3 (2012) 550-558 [10] BS EN 12350-8:2010 Self- Compacting Concrete – Slump Flow Test [11] BS EN 12350-10:2010 Self-Compacting Concrete – L-box Test [12] BS EN 12350-11:2010 Self-Compacting Concrete – Sieve Segregation Test [13] The European Guidelines for Self-Compacting Concrete, May 2005
Jaturapitakkul, R. cheerarot, Development of Bottom Ash as Pozzolanic Material, Journal of Materials in Civil Engineering, 15(2003) 48-53.