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The practical research of engineering materials for the temporary house after earthquake Qian Si-ru Institute of Civil Engineering and Building Southwest University of Science and Technology, Mianyang, China, 621002 358125700@qq.com Keywords: temporary house; earthquake Abstract:After the WenChuan earthquake in may 12,2008,Many province government built the temporary houses for earthquake disaster area.For the first time, they initiate such large scale project, there are many problems emerged during the process of construction such problem like economy ,environment, engineering materials and technology.
In this article, we collect problems and analysis them ,seek for the possible measures of construct the temporary house and the effective way to rebuilt the disaster area. 1 Foreword After Wenchuan earthquake in May 12th , 2008 , Shanghai, Guangzhou and the afflicted governments of Sichuan and Shanxi cooperating together, They actively organized to use engineering materials to build temporary houses. 2 The original problem which happened during construct the temporary houses 2.1 Problems in reality Owe to the first time to implement large scale construction during the disaster area,there are some problem inevitably happened.which cause author think about the economy and the feasibility of built the large scale temporary houses
So we can have the rational, scientific guidance service planning of disaster prevention ,engineering materials preparation and mitigation of city. 5.
Reference [1] Jianjing Jiang, Zhisheng Xu “disaster preparedness engineering” BeJing mechanism industry press. 2005 [2] ChunMing Shang, Baohui Cui “City synthesis disaster preparedness of theory and practice”.BeiJing.
Chinese architecture engineering press. 2007 [4] “Building instruction of the temporary houses”.2008

The Finite Element Stress Analysis of L-Shaped Floor JingweiWang1, a, WenPan2, b Faculty of Civil and Architectural Engineering, Kunming University of Science and Technology Kunming, Yunnan, 650500, China a304693863@qq.com, b502854199@qq.com Keywords: L-shaped floor, crack, equivalent stress Abstract: Using ANSYS finite element simulation L plate that existing in the structural engineering, stress analysis was carried out on the plate, comparing the result with other two rectangular plate model which outer contour of the same size, and draw relevant conclusions.

Cost of Project Research Based on Fuzzy Math Yue Huang1,a, Lixin Li 1,b and Yumei Liu1,c 1School of Civil Engineering, Shenyang Jianzhu University, Shenyang, China ayueyue881031@sina.cn, blilixin1966@163.com, c1579222412@qq.com, Keywords: fuzzy math; Project cost; proposed project Abstract.
Neither need to account the number of engineering and nor to check the fixed budget.
A represents the set of engineering numbered n, each project has m feature elements, characterized by said collection of elements X, so the universe of X = {X1, X2 … Xj … Xm} (j = 1 ... m).
Fuzzy mathematics in engineering fast valuation of [J].
Significant civil construction management of fuzzy mathematics [M] Changsha: Hunan University Press, 2000.

The Elasticity-Plasticity Analysis of Composite Foundation with Lime-soil Pile by FEM Ying CUI 1, 2 a, Guangwei ZHANG 1, b 1 School of Mechanical Engineering Xi’an Shiyou University, Xi’an 710065, China 2 School of Civil Engineering Chang’an University, Xi’an 710061, China acuiying126@xsyu.edu.cn, bzhang-guangwei@163.com Key words: Lime-soil Pile; Composite Foundation; FEM Model; ANSYS Procedure Abstract.
Introduction According to the continuous development of civil engineering in China, with the continuous expansion of engineering scale, the requirements of foundation treatment become higher and higher.
Engineering example Overview of project The engineering example is located in Xi'an Hi-tech Development Zone.
According to actual engineering situation, the analysis region is designated as follows [3]: The lateral boundary is 5 times the distance of pile diameter.
(In Chinese) [2]Dong Yuwen, in: Engineering Performance of Lime-soil and Elasticity-Plasticity FEM Analysis of Lime-soil Composite Foundation,edited by Northwest A&F University, Shaanxi (2001).

In contrast to regular civil structures, considerably less attention is paid to the aseismic protection of industrial units [7, 8, 9].
Structural Engineering Research Frontiers.
Reston, VA: American Society of Civil Engineers, 2007, Vol. 1, pp. 1-13.
Melcer, Influence of Damping on FRF of Vehicle Computing Model, in: Transactions of the VSB – Technical University of Ostrava, Civil Engineering Series. 15(2) (2015) 1-7.
Reston, Va.: American Society of Civil Engineers, 2010, pp. 1163-1174.

Structural Reliability Solutions of a Ground Floor Building under Limited Interventions Conditions TUNS Ioan1, a *, MANTULESCU Marius2,b and GALATANU Teofil-Florin3,c 1,2,3Transilvania University of Brasov, Civil Engineering Department, 5 Turnului, Brasov, Romania aioan.tuns@unitbv.ro, bmmantulescu@unitbv.ro, cgalatanu.teofil@unitbv.ro Keywords: reinforced concrete, column, steel casing, degradation state, seismic action Abstract.
This paper presents a case study performed on an industrial “ground floor” type building, with the purpose to assess the exploitation safety level for the constituent structural elements and engineered consolidation measures.
The conclusions drawn following the case study are important for building owners and extremely useful for specialty engineers in the investigation process of the degradation state and design of structural rehabilitation solutions.
Plian, Assessment of the Concretes Mechanical Strengths from the Construction Elements Supposed on Dissolving - Levigation Corrosion, 9th International Conference Interdisciplinarity in Engineering, INTER-ENG 2015, 8-9 October 2015, Tirgu Mures, Romania [5] M.
Gavriloaia, Behavior of short hybrid concrete columns under eccentric compression, Archives of Civil and Mechanical Engineering, 13(1), 119-127, 2013 [6] P100/3-2008 Design and evaluation of existing building for earthquake resistance, ASRO Romania [7] S.M.

Reliability Analysis and Numerical Simulation on Time-dependence of RC Free Beams Wenhui Tan1, a, Yonggang Pei 2,b and Da Li 1,c 1 School of Civil and Environmental Engineering, University of Science and Technology Beijing, 100083, China 2 Center of Water Resources & Hydroelectric Technology Beijing, 100073 Beijing, China awenhui.t@163.com, bpeyard08@163.com, cbhl2002246@163.com Keywords: Time-dependence, RC free beam, Numerical simulation, Reliability analysis, ANSYS Abstract.
Currently, the time-dependence of engineering structure is not considered by most researchers[1,2].
Suo, Extent of spatially variable corrosion damage as an indicator of strength and time-dependent reliability of RC beams, Engineering Structures, Vol.31(2009)No.1, 198-207
Mori et al, Corrosion-induced bond strength degradation in reinforced concrete—Analytical and empirical models, Nuclear Engineering and Design, Vol.237 (2007) No.11, P.1140-1157
Liu et al, Civil Engineering Application Using ANSYS (China Water Power Press, China 2007).

Experimental Study of Buckling-Restrained Brace System with Pall-Typed Frictional Damper Jigang Zhang 1, 2, a, Jian Han 1,b and Wenyan Deng 1,c 1 School of Civil Engineering, Qingdao Technological University, Qingdao,Shandong,266033,China 2 State Key Laboratory of Coastal and Offshore Engineering in Dalian University of Technology, Dalian, Liaoning, 116023, China azhangjigang_hit@163.com, bhanjian082@163.com, cdwyskybird168@yahoo.com.cn Keywords: Pall-Typed Frictional Damper (PFD); Buckling-Restrained Brace (BRB); Geometric Nonlinearity; ANSYS.
Ou: Engineering Mechanics.
Ou: Engineering Structures, Vol. 27 No. 8 (2005), p. 1258-1267
Wang: ANSYS numerical analysis of engineering structure.
Ou: Journal of Civil, Architectural and Environmental Engineering, Vol. 31 Sup.2 (2009), p.92-95, in Chinese.

Structural Damage Detection Using Static test data Cuihong Lia, Qiuwei Yangb Department of Civil Engineering, Shaoxing University, Shaoxing, 312000, China acivilkeyan@126.com, byangqiuwei79@gmail.com Keywords: damage detection; simply supported beam; static displacement; singular value decomposition.
Introduction Structural damage detection using measured dynamic data has emerged as a new research area in civil, mechanical and aerospace engineering communities in recent years.
Engineering Structures, Vol. 29(2007), P. 519-528
Journal of Engineering Mechanics, Vol. 126(2000), P. 1216-1223
Engineering Structures, Vol. 29(2007), P. 2540-2550

Coarse aggregate replacement ratio on the properties of recycled concrete bonding effect CAO Fu Bo1, 2,a, LI FengYun3.b 1Department of Civil Engineering, Nanjing University of Aeronautics and Astronotics,Nanjing,210016,China 2Architecture and Civil School, UST Inner Mongolia, 014010,China 3Baogang group design research institute, 014010,China acaofubo@139.com, b1120652929@qq.com Keywords: :recycled coarse aggregate replacement percentage rate；anchorage length ；Load - slip Abstract.
This article studied the impact of different recycled aggregate replacement rate and the anchorage length for the bond strength between the recycled aggregate concrete and reinforced, and provided a beneficial reference for engineering design of recycled concrete structure under similar conditions.
By reading literature and the experimental data shows that: when the appropriate selection of recycled coarse aggregate replacement rate, the application of recycled concrete in practical engineering is feasible.
Experiment was conducted to study the properties of admixture concrete must be combined with the actual engineering and recycled aggregate, itcan be seen in the replacement ratio of recycled coarse aggregate is 50%~70% ultimate strength decreased more slowly. 3 Conclusions and suggestions The failure process of the recycled concrete and the rebar binding properties similar in failure process of elastic stage and ordinary concrete and reinforced adhesive performance.
A structural engineer.2000（3）：44-48