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Structural Behaviour of Masonry Vaulted Staircases Using Limit Analysis: The Case Study of the Bell Tower of Santa Maria delle Vigne DI NAPOLI Beatrice1,a, CALDERINI Chiara1,b, ROSSI Michela1,c*, VECCHIATTINI Rita2,d, PORTIOLI Francesco3,e, CASCINI Lucrezia3,f, BATTINI Carlo1,g 1Department of Civil, Chemical and Environmental Engineering, University of Genoa, Genoa, Italy 2Department of Architecture and Design, University of Genoa, Genoa, Italy 3Department of Structures for Engineering and Architecture, University of Naples Federico II, Naples, Italy abeatrice.dinapoli1992@gmail.com, bcalderini.chiara@unige.it, cmichela.rossi@dicca.unige.it, drvecchiattini@arch.unige.it, efportiol@unina.it, f lucrezia.cascini@unina.it, gcarlo.battini@.unige.it Keywords: masonry vaulted staircases, Limit Analysis, compressive strength Abstract.
Milani, Computational methods for masonry vaults: a review of recent results, The Open Civil Engineering Journal, 8(1) (2014) 272–287

Parametric analysis of the dynamic response of hot-rolled H-shaped steel beam under lateral impact load Chang Peia, Rui Wangb College of Architecture and Civil Engineering of Taiyuan University of Technology, Taiyuan, Shanxi 030024, China apeichang0@163.com, bwangruimao@yahoo.com.cn Keywords: H-shaped steel beam; lateral impact; dynamic response; numerical simulation; parametric analysis Abstract.
Introduction The H-shaped steel member has been widely used in engineering, such as, high-rise buildings [1], industry workshop, especially load-bearing framework of beams and columns in heavy industry workshop due to its reasonable cross-section, favorable mechanical performance, convenient and fast construction.
China Civil Engineering Journal, 2001, 34(6).

Experimental studies on bearing capacity of post-tensioned unbonded prestressed concrete hollowed floors Xiao-hua YANG1,2,a, Chao-yang ZHOU2,b, Xue-jun HE2,c, Zhi-qing YANG1,d 1 Schools of Civil Engineering, Hunan University of Technology, Zhuzhou 412008, China 2 Schools of Civil Engineering, Central South University, Changsha 410075, China ayangsheep@126.com, bjoezycn@163.com, cjunxuehe@126.com, dyangzhiqing8410@126.com, Key words: post-tensioned unbonded prestressed concrete hollowed floor; slab-column structure; ultimate loads.
Journal of railway science and engineering.

Comparison Analysis of the Aggregate Contact Characteristics between Skeleton-dense and Suspended-dense Structure Asphalt Mixture Liwan Shi 1, a*, Duanyi Wang1, b, Masley Julius1, c and Shuwen Zhang 1, d 1School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510006, China aslwan1223@163.com, bwdy@qq.com, c1157945918@qq.com, dzhangshuwen1988@163.com Keywords: Asphalt mixture, Aggregate contact characteristics, Digital image processing technique, Skeleton-dense structure, Suspended-dense structure Abstract.
Journal of Civil, Architectural & Environmental Engineering, (32)2010 69-74
[10] JTG E-20-2011, Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering, S.

Bearing Test Research On The Cable Anchorage Zone Of The Main Girder Of The Xiamen-Zhangzhou Bridge Fan Zhang 1,a Jinzhi Zhou 2,*b Jianmin Xiong 1,c Jie Dai 1,d 1College of Resources and Civil Engineering Northeastern University，Shenyang 2School of Civil Engineering and Architecture, Hubei University of Technology, Wuhan a,c,d17422464@qq.com, b hgzhongzhou@126.com (corresponding author) Key words: anchorage structure; Bearing test; Cable-stayed bridge ABSTRACT.This paper presents the static and bearing test research with adopting the full size model on the cable anchorage zone of the main girder of the Xiamen-Zhangzhou Bridge.
The north approach span bridge engineering mainly include the north branch, north south approach, the main branch of the north branch, Haimen island interchange and charge service area, south branch bridge, sea level of interchanges.

Time-dependent Safety Performance Assessment of Highway Bridges Considering Mechanical Behavior of Corroded Steel Reinforcement subject to Carbonation-Induced Corrosion Jianxin Peng1, a and Jianren Zhang2,b 1School of Civil Engineering and Architecture, Changsha University of Science & Technology, Changsha, Hunan 410114, China 2School of Civil Engineering and Architecture, Changsha University of Science & Technology, Changsha, Hunan 410114, China apengjianxin2008@gmail.com, bjianrenz@hotmail.com Keywords: Highway bridges; Safety; Reliability; Degradation; Carbonation-induced Corrosion.
Journal of Structural Engineering, ASCE, 2004, 130(8): 1214–1224

Vol. 37(2007), p. 1 [4] Xujun Chen, Yongxin Yang, Jianying Xing, Ling Hu, Jian Gen: Journal of Zhengzhou University（Engineering Science）.
Vol. 38(2008), p. 74 [7] Bin Ding, Jiangtao Yu, Lijun Ouyang, Jie Jiang: Journal of Civil, Architectural ＆ Environmental Engineering.
Vol. 32(2010), p. 613 [8] Zhiqiang Li, Jiansuo Ma, Runshan Bai, Yong Hao: Journal of Hebei institute of architecture and civil engineering.

Study on flexural performance of RC beams strengthened with bonded prestressed CFL Jinlin Huang 1, 2，a, Peiyan Huang 1,b ，Jinhui Xie 1,c 1School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China 2College of Water Conservancy and Civil Engineering, South China Agriculture University, Guangzhou 510642, China ahuangjinlin@scau.edu.cn, bpyhuang@scut.edu.cn, cxiejinhui20@qq.com Keywords: carbon fiber laminate (CFL), reinforced concrete (RC) beam, prestressed, bending capacity, strengthening Abstract.
Summary ⑴ The applicability of the proposed formula is verified test results and it can be applied to engineering calculations. ⑵ Compared to non-prestress CFL reinforced beams, prestress CFL reinforced beams’ cracking load, yield load, and ultimate load increased significantly. ⑶ The ductility of prestress CFL reinforced concrete beam is lower than that of non-prostress CFL reinforced concrete beams .

The Influence Analysis of Mechanical Behavior between Pile and Soil on End Bearing Pile Foundation’s Dynamic Characteristic Wei Hu1,a, Yahui Zhang1,b,Ying Zhang1,c 1 School of Civil Engineering and Architecture, Hainan University, Renmin Road 58#, Hai kou, Hainan, P.R.
ABAQUS’Application in Civil Engineering.
Introduction to partly soil models in ABAQUS software and their application to the geotechnical engineering.

SIDOARJO MUD-BASED LIGHTWEIGHT MORTAR USING FOAMING AGENT AND ALUMINUM POWDER TRIWULAN1,a, EKAPUTRI Januarti Jaya1,2,b, ANDIK Jatmiko1,c, BOBY Dean Pahlevi1,d 1Department of Civil Engineering, ITS, Kampus ITS Surabaya 60111, Indonesia 2Center of Excellence Geopolymer and Green Technology (CEGeoTech), School of Materials Engineering, University Malaysia Perlis (UniMAP), P.O.
Ramamurthy K (2000) “Structure and properties of aerated concrete: a review“Cement & Concrete Composites 22 (2000) 321±329 [10] Nuruddin, M.F., Bayuaji, R., Masilamani, M.B., Biyanto, T.R. (2010) “Sidoarjo Mud: A Potential Cement Replacement Material”Civil Engineering Dimension, Vol. 12, No. 1, March 2010, 18-22