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Experimental and Numerical Analysis of Traditional Column Connections with the Possible Retrofit Concept LAZAREVIĆ Damir 1,a, ATALIĆ Josip 2,b ,KROLO Joško, UROŠ Mario and ŠAVOR Marta 3,c 1,2,3 Faculty of Civil Engineering, University of Zagreb, Croatia a damir@grad.hr, batalic@grad.hr, ckrolo@grad.hr, uros@grad.hr, msavor@grad.hr Abstract Several historical constructions in Croatia have permanent column problems, particularly at connections with capitals and bases, characterized by specific fractures.
[3] GiD, The universal, adaptive and user friendly pre and post processing system for computer analysis in science and engineering, Reference Manual Version 6, CIMNE, 2000
"Research work on Rector's Palace in Dubrovnik with basic recommendations for reconstruction, Book II," Civil Engineering Institute of Croatia: Zagreb, 50-83.

Review of Timber Structure Reinforcement Research for the Huizhou Ancient Architecture Xueyu Xiong1, a *, Zhaoyang Su2, b 1-2 College of Civil Engineering, Tongji University, No. 1239 Si Ping Road, Shanghai 200092, People’s Republic of China axueyu@tongji.edu.cn, bsuzhaoyang2007@163.com Keywords: Hui-style architecture; timber structure; current damage situation; reinforcement Abstract.
(China building industry press, Beijing 1984), in Chinese [2] Qian Zhou, Weiming Yan: Journal of Water Resources Architectural Engineering.
Vol.28(1995), p.106-107 [9] Quan Zhou, Yan Xiao: CICE 2010 The 5th International Conference on FRP Composites in Civil Engineering.

[3] Alatas T, Yilmaz M, Kuloglu N, Cakiroglu M, Geckil T, Investigation of shear complex modulus and phase angle values of short- and long-term aged polymer modified bitumens at different frequencies, KSCE Journal of Civil Engineering. 18 (2014) 2093-2099
[7] Diab A, Studying Viscosity of asphalt binders and effect of varied production, Canadian Journal of Civil Engineering. 2016
[11] Shi XQ, Liu Y, Wang DX, Study of Rubber Modified Asphalt and Its Properties, Science Technology & Engineering. 29 (2013) 41-55

Singapore's Urban Planning and Management of Enlightenment to Xiangyang Yan Li1,a,Yue Li2,b and Hanxiao Xie3,c 11# Building Studio Room No.1515 Urban Design Institute Faculty of Engineering of Wuhan University, Wuhan, Hubei, 430072,China 2College of Civil Engineering and Architecture, Human Settlements Research Center of China Three Gorges University, Yichang, Hubei, 443002, China 3College of Civil Engineering and Architecture, Human Settlements Research Center of China Three Gorges University, Yichang, Hubei, 443002, China a7239334@qq.com,b378616664@qq.com, c251012835@qq.com Keywords: Singapore; Urban planning; Urban Management; Learn.

Novel epoxy-silica hybrid adhesives for concrete and structural materials: properties and durability issues Mariaenrica Frigione1,a, Francesca Lionetto1,b, Leno Mascia2,c, Antonio Antonacci1 1Department of Engineering for Innovation, University of Salento, Lecce, Italy 2Institute of Polymer Technology and Materials Engineering, Loughborough University, U.K.
Introduction Cold-cured epoxy resins are increasingly attracting interest in restoration of cultural heritage and rehabilitation of civil engineering structures, both as adhesives and as matrices for composites, in view of their superior properties to those of traditional repairing materials.
Civil Eng. 14 (2002) 185-189.

Seismic Performance for Low Strength Row-lock Cavity Masonry Reinforced with HPFL Shouping Shang a, Meifang Xub , Chaoqun Jic Civil Engineering College ,Hunan University ,Changsha 410082,China asps@hnu.cn, bxumeifangdeyouxiang@126.com, cchaoqun323@hotmail.com Key words: High-Performance Ferrocement Laminate(HPFL);strengthening methods;rowlock cavity wall;seismic behavior Abstract.
The thickness of composite mortar M30 is 25mm, and its mix proportion about cement, sand, and admixture, water weigh 1.00:2.36:0.07: 0.34, and one admixtures for changsha lei xin civil engineering limited production LX - 3 --High Performance Composite mortar additives.The detailed grouping and parameters of specimens can be seen in Table 1.
References [1] China Association for Engineering Construction Standardization.

Cumulative seismic damage of reinforced concrete columns: benchmark and low-cycle fatigue tests Yuan Pan1, a, Guohua Xing1, b, Guo Fu1,c and Jianling Hou1,d 1 School of civil engineering, Chang’an university, Xi’an 710061, P.R.
Introduction A high degree of damage, and even collapse, of relatively modern buildings due to natural hazards, such as earthquakes, causes great concern to the civil engineering community.
Park: Journal of Structural Engineering, ASCE, Vol. 120, No.6 (1994), p. 1825-1849

El-Baden1,c 1Tripoli University, Faculty of Engineering, Civil Engineering Department, Tripoli, Libya aafsaud@hotmail.com, bhakimsa@poczta.onet.pl, celbadenpool@gmail.com Keywords: Two Stage Concrete, Compressive Strength, Tensile Strength, Grout Mixture.
Iwasaki, Predictions of grouting process in pre-packed concrete by green’s function, Proceeding of Japanese Society of Civil Engineering, 1985, pp. 41- 50

The Construction Technology Control Method for Large Scale Concrete Counterforce Wall Prestressed with Unbonded Tendons Jinkun Sun1,2,a, Jing Liu1,2,b, Bingmei Zhou3,c, Tao Lv1,d 1School of Civil and Architecture Engineering, Panzhihua University, Panzhihua 617000, Sichuan, China 2 Institute of Engineering Structure, Panzhihua University, Panzhihua 617000, Sichuan, China 3 Guizhou Institute of Technology, Guiyang 550000,Guizhou, China apaxf66290838@163.com,b327080461@qq.com,c744357987@qq.com, dtangyum@126.com Keywords: Prestressed with unbonded tendons, Concrete, Large scale counterforce wall, Construction technology, Control points  Abstract.
Project example details The example for this project is in the civil engineering structure laboratory of Panzhihua Institute, and it's a large bidirectional counterforce wall experiment system prestressed with unbonded tendons, including the bidirectional counterforce wall and the counterforce platform.

Mustafa1,b 1Abu Dhabi University, College of Engineering, PO Box 59911, Abu Dhabi, UAE aosama.mohamed@adu.ac.ae, bmaadoum.mustafa@adu.ac.ae Keywords: alkali activated slag, carbonation, shrinkage, rheology, alkaline activator, compressive strength.
Al-Sallamin: Journal of Materials in Civil Engineering, (2018), DOI: 10.1061/(ASCE)MT.1943-5533.0002436
Stalnaker: Journal of Materials in Civil Engineering Vol. 13 (2001) p. 143