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Mechanical Property Analysis of High-rise Building on Construction Shuping Conga, Jinsheng Hanb Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Science and Technology, Qingdao, Shandong, 266510, China acongshp@163.com, bhjsheng2008@163.com Key words: High-rise Building, Construction, Time-varying Structure, Mechanical Property.
Journal Structural Engineering.
Engineering Structures.
Chinese Journal of Civil Engineering.
Chinese Journal of Civil Engineering.

Petersburg State University of Architecture and Civil Engineering, 2-Krasnoarmejskaja ul. 4, St.
Journal of Applied Engineering Science, Vol. 12 (1) (2014), pp 1-10 [9] V.
Zinovyev, Ke-Chin Chan, Tszyun-Ji Myau, 'Tasks and methods of numerical and physical research of aerodynamics of high-rise buildings in a coastal zone "pestilence land"', Magazine of Civil Engineering, 2013. № 2 (37), pp 54-61
Vatin: ‘Properties of the wall structures made of autoclaved cellular concrete products on the polyurethane foam adhesive’, Magazine of Civil Engineering, 5(40) (2013), pp. 5-19 [17] V.
Journal of Applied Engineering Science, Vol. 12 (1), (2014), pp 37-44

Geometrically Nonlinear Analysis on a Double Controlled Form Finding Method Considering Construction Process of Suspen-domes LIU Huijuan1,2,a, YANG Lufeng1,b,Li Yanlei1,c, Xu Hua1,2,d 1The Key Laboratory of Engineering Disaster Prevention and Structural Safety of the Chinese Ministry of Education, School of Civil Engineering and Architecture, Guangxi University, Nanning 2Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, School of Civil Engineering and Architecture, Guangxi University, Nanning alhj8110@163.com, blfyang@gxu.edu.cn, clyl20130517 @163.com, dxuhua@gxu,edu.cn, Keywords: suspen-dome, double controlled form finding method, incremental equilibrium equation, structural tangent stiffness matrix Abstract Based on the time-varying suspen-domes model, a configuration-cable force dual control form-finding algorithm was proposed, taking the construction process and construction technology into consideration, according to the looped cable tensioning construction
Using the program, an engineering example was conducted, and accuracy and effectiveness of the algorithm proposed are verified in finding the suspen-domes form.
Joural of Civil, Architectural & Environmental Engineering 2010;32(5):142 –148

Economic Evaluation of a New Type of Reinforced Concrete Structure with Fabricated Concrete Tubular Columns Hongyan Ding1, 2, 3, a, Xi Chen2, b, Puyang Zhang1, 3, c and Chao He2 1 State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin, 300072, China 2School of Civil Engineering, Tianjin University, Tianjin, 300072, China 3 Key Laboratory of Coast Civil Structure Safety, Ministry of Education, Tianjin University, Tianjin, 300072, China adhy_td@163.com, bchenxi4731@sina.com, czpy_td@163.com Keywords: Concrete Filled Fabricated Concrete Tubular (CFFCT), Economic Evaluation, Cost Analysis, Reinforced Concrete Column Abstract.
Introduction Modern construction engineering proposes a higher request on building structure.
Reinforcement and concrete engineering in the concrete tubular also affect the cost of CFFCT.
Construction cost is valued by engineering quantity list according to the market price fee.
References [1] Ding Hongyan, Zhang Puyang, A new type of fabricated concrete tubular column structure and its construction technology, China 201110361060, [P], 2012-3-14 [2] Zhang Puyang, Ding Hongyan, an assembly type of fabricated concrete tubular column structure and its construction technology, China 201110365816, [P], 2012-4-4 [3] Shamsai, Mohammad;Whitlatch, Earl and Sezen, Halil, “Economic evaluation of reinforced concrete structures with columns reinforced with prefabricated cage system”[J], Journal of Construction Engineering and Management, 2007, ASCE [4] “Code for design of civil buildings” (GB 50352-2005), in Chinese

The Finite Element Analysis on Shear-lag Effect of the Steel Box-girder Yisheng Li1,a, Junping Wang1,b, Wei Liu1,c, and Jianming Shen1,d 1,2,3,4 Department of Civil Engineering, Faculty of Civil Engineering and Architecture, Kunming University of Science and Technology, Kunming 650500, China a261524836@qq.com, b705553809@qq.com, c417796968@qq.com, d370701878@qq.com Keywords: Steel Box-girder, Shear-lag Effect, Finite Element Analysis Abstract.
This factor can describe the nonuniform longitudinal stress distribution on the cross section of curve box-girder, can also reflect the stress of key points which concerned by engineers.
China Civil Engineering Journal. 1983
Master Degree’s Paper, Bridge and Structural Engineering Institute, Changsha University of Science & Technology. 2007
Engineering structure numerical analysis with ANSYS (in Chinese) [M].

Jabal1,d and Mohammed Abbas AlJumaili1,e 1Faculty of Engineering- Civil Engineering Department, University of Kufa, Najaf, 54003, Iraq 2Faculty of Engineering- Department of Structure and Water Resources, University of Kufa, Najaf, 54003, Iraq anibrasa.alsahhaf@uokufa.edu.iq, basaad.algharrawi@uokufa.edu.iq claitha.alasadi@uokufa.edu.iq, dqusay.alatiya@uokufa.edu.iq emohammedah.aljumaili@uokufa.edu.iq Keywords: corrosion, waterproofing, compressive strength, flexural strength, absorption.
Sheet, N., “Evaluation of compressive strength and water absorption of styrene-butadiene rubber (SBR) latex modified concrete”, an international journal of modern engineering research (IJMER), VOL4, ISSUE 10, 2014, P.P 40-44
Haider, A.,” Behavior of poly-propylene fiber reinforced concrete modified with high-performance cement”, international journal of civil engineering and technology, volume 9, issue 5, 2018, p.p-1066-1074
Milind, V.,” Performance of Poly-Propylene Fiber Reinforced Concrete”, Journal of mechanical and civil engineering, vol 12, issue 1,2015, p.p-28-36

Mathematical Simulation of Thermal and Moisture Gradients in Ceramic Blocks Olivia Del Puppo Pereira Fernandes 1,a, Geruza Rafaela de Oliveira2,b, José Jefferson da Silva Nascimento2,c, Afonso Rangel Garcez de Azevedo3,d, Jonas Alexandre3,e, Flavio de Andrade Silva4,f and Sergio Neves Monteiro5,g 1 Academic Unit of Petroleum Engineering, Center for Science and Technology, Federal University of Campina Grande, Av: Aprígio Veloso, 882, Bodocongó – CEP 58429-900 – Campina Grande, PB, Brasil. 2 Academic Unit of Materials Engineering, Center for Science and Technology, Federal University of Campina Grande, Av: Aprígio Veloso, 882, Bodocongó – CEP 58429-149 – Campina Grande, PB, Brasil.
Caixa Postal: 10069 3 UENF - State University of the Northern Rio de Janeiro, LECIV – Civil Engineering Laboratory; Av.
Alberto Lamego, 2000, 28013-602, Campos dos Goytacazes, RJ, Brazil 4 Pontifical Catholic University of Rio de Janeiro, Department of Civil Engineering; Rua Marquês de São Vicente, 225 - Gávea, 22451-900, Rio de Janeiro, RJ, Brazil. 5 Military Institute of Engineering - IME, Department of Materials Science; Praça General Tibúrcio, 80, Praia Vermelha, Urca, RJ, CEP 22290-270, Urca, Rio de Janeiro, RJ, Brazil.
The simulation was intended to analyze the thermal and moisture gradients in a typical product for civil construction.
Sakauaka: Analytical Solution of Mass Diffusion Equation Applied to Ellipsoid of Revolution, Proceedings of the Brazilian Congress of Mechanical Engineering, CD-ROM, Águas de Lindóia, Brazil, 1999

An Experimental Study on the Dynamic Strength of Earth-Rock Aggregate Qiang Yue1,2,a, Wang Jin-cai 3,band Chen wei 3,b 1 The National and Local Joint Engineering Laboratory of Transportation and Civil Engineering Materials, Chongqing Jiaotong University, Chongqing 400074, China 2 College of Civil Engineering, Chongqing Three Gorges University, Chongqing 404100, China 3 Hydrogeology and Engineering Geology Team 208, Chongqing Bureau of Geology and Mineral Exploration, Chongqing 400700, China aemail qiangyue-320@163.com, bemail 811073207@qq.com Keywords: Dynamic triaxial test, Earth-rock aggregate, Confining pressure, Earth-rock ratio.
At present, the studies of dynamic characteristics in the geotechnical engineering field are mainly about sandy, loess [2-3], lime soil [4], and frozen soil [5] etc.
In practical engineering, however, we often encounter earth-rock aggregate, such as foundation, side slope, yet see little of pure soil.
Acknowledgements This article is completed with the fund of the National and Local Joint Engineering Laboratory of Transportation and Civil Engineering Materials of Chongqing Jiaotong University (serial number is LHSYS-2012-001), the Fund Project of Innovation in Postgraduate Education of Chongqing Jiaotong University (serial number is 20120106), and the Youth Project of Chongqing Three Gorges University (serial number is 12QN17).
Liu, Expermental Research on Dynamic Charactertics of Road-bed Compaction Loess, Chinese Journal of Rock Mechanics and Engineering, Vol.28-5(2009), p.1037-1046

Application of Steel Plates on the Retrofitting of Current Reinforced Concrete Coupling Beams Cheng Bei1, Li Shiwei2, RKL Su3 1&3 Beijing Research Center for Engineering Structures and New Materials, Beijing University of Civil Engineering and Architecture, China 2Department of Civil Engineering, The University of Hong Kong, Hong Kong, China 1) chengbei@bucea.edu.cn,3) klsu@hkucc.hku.hk Keywords coupling beams steel plates retrofitting method ductility Abstract Coupling beams are essential structural elements of reinforced concrete coupled shear wall to resist earthquakes and other lateral loads.
Acknowledgements The work described in this paper has been fully supported by the National Natural Science Foundation (Project No.51208023) and Beijing University of Civil Engineering & Architecture Foundation (Project No.101100601).
Cheng, R.K.L.Su, Retrofit of deep concrete coupling beams by laterally restrained side plates, Journal of Structural Engineering.137(2011), 503-512
Tremblay, Damage to concrete structures due to the 1994 Northridge earthquake, Canadian Journal of Civil Engineering, 22(1995), 361-377
Earthquake Engineering and Engineering Vibration, 7(2008), 255-262.

Introduction A long time ago, Chinese began using “tabia” (composed of lime, loess and aggregates) as a civil engineering material.
Fig.2 Sand particle size distribution curve Methods The soil mixture was often added to the ground quicklime at a ratio of 7:3(v:v), based on civil engineering applications in China[11].
The ratio of Perma-Zyme : tabia mixture is at 1:33000(v:v) , as used for some civil engineering projects in China.
Bell: Engineering Geology.
Aiban: Proceedings of the Fourth Saudi Engineering Conference, King Abdulaziz University, Jeddah, Saudi Arabia.