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Research on 1:4 Steel Frame about Soil and Structure Interaction Shouping Shang1, a,Huawei Lu2,b,Xinping Zou3,c,Shuang Li4,c,Wanruo Chen5,c 1 ,2,3,4,5College of Civil Engineering, Hunan University, ChangSha 410082, China asps@hnu.edu.cn, b416958707@qq.com Keywords: Soil and structure interaction; Vibration; Steel frame; Rigid foundation soil assumption Abstract.
Introduction Soil and structure dynamic interaction (SSI) in the past 30 years had been the problem of civil engineering circles.
“Impendence functions of pile in layered media”, Journal of Engineering Mechanics, ASCE, Vol.104,issue 6, 643-669,1978 [2] SHINTARO B, NOGAMI T, “Lateral cyclic response of piles in viscoelastic winkler subgrade”, Journal of Engineering Mechanics, ASCE, Vol.120, issue 4,758-775,1994 [3] WU Wen-hua, Smith A, “Efficient modal analysis for structure with soil-structure interaction”, Earthquake Engineering and Structural Dynamics, Vol.24,283-299,1995 [4] Lu Y, Vintzileou E, Zhang G F, et al,“ Reinforced concrete scaled columns under cyclic actions”, Soil Dynamics and Earthquake Engineering, Vol.18,151 -167,1999 [5] Yang Xueshan,“Engineering vibration measuring instruments and testing technology”,.BeiJing: China Metrology Publishing House(2011).
(in chinese) [6] Shang Shouping, HE Zhiwen, Wang Haidong,“Experimental Investigation on the Effect of the Relative Stiffness Ratio Between Superstructure and Ground Soil on the Fundamental Frequency of Soil-structure System”, JOURNAL OF EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, Vol.28, issue 5,94-101,2008 (in chinese) [7] Shangshou Ping, Zhu Zhihui, Yu Wenge, et al ,“Soil - box foundation - structure interaction experimental modal analysis”, Hunan University (Natural Science Edition), Vol.31,issue 5,71-76, 2004 (in chinese) [8] Lv Xilin, Chen Yueqing,Chen Bo, et al.
Earthquake Engineering and Engineering Vibration, Vol.20,issue 4,20-29,2000(in chinese)

So anchors were used widely in geotechnical engineering, transportation engineering and construction engineering.
WORLD EARTHQUAKE ENGINEERING, 2010, 26(2):125—129
Soil Engineering and Foundation, 2011, 25(4): 17—20
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2006, 26(3): 248—251
Frontiers of Structural and Civil Engineering, 2012, 6(2): 132—146

College of Civil and Transportation Engineering Hohai University;Nanjing aqianfu66@163.com; b corresponding author email:sxj06@163.com; Key words: cement-soil; Duncan-Chang model; tangent modulus of elasticity; break ratio Abstract: The conventional triaxial tests for cement-soil show stronger soften characteristics of cement-soil under low confining pressure.
Geotechnical Engineering World，2009，(7):65-68.
Chinese Journal of Geotechnical Engineering, 1991，13(3):53-56.
Chinese Journal of Geotechnical Engineering, 2007, 29(3): 458–462.
China Civil Engineering Journal，2002，35(4):82-85.

Introduction Slope stability analysis is always an important research subject in geotechnical engineering and civil engineering.
Therefore, it is an important subject that evaluating and analyzing the slope stable state, monitoring the risk slope body and taking suitable reinforcement and protection measures timely in geotechnical engineering and civil engineering[2].
Genetic algorithm has received more and more attention as a function optimization method in engineering application.
In accordance with engineering experience or relevant knowledge, determine the generally range of circle center(abscissa and ordinate).
Conclusion According to some problems in theory by the analysis and design of complex slope engineering, the paper took the heterogeneity and discontinuity of medium in slope engineering and a large random and fuzzy factors into account.

A.3,c, Ibiwoye E.O.4,d 1Department of Civil Engineering, Faculty of Engineering and Technology, Ladoke Akintola University of Technology, Ogbomoso, Nigeria 2Department of Building Technology, School of Environmental Studies, Yaba College of Technology, Yaba, Lagos, Nigeria 3Department of Quantity Surveying, School of Environmental Studies, Yaba College of Technology, Yaba, Lagos, Nigeria 4Department of Civil Engineering, Kwara State Polytechnic, Ilorin, Kwara State, Nigeria aaaraheem@lautech.edu.ng, b*oluwaleke.olowu@yabatech.edu.ng, cakintosin2016@gmail.com, dibiwoyeeo2008@yahoo.com *Corresponding Author Email: oluwaleke.olowu@yabatech.edu.ng; Tel.
This study was embarked upon to ascertain the suitability of Recycle Iron and Steel Aggregate (RISS) as alternative to granite aggregate in order to mitigate environmental sustainability which is caused by depletion of available deposit of igneous rock because of its use in Building and Civil Engineering works.
Jahgirder, “Textile mill as fine aggregate in concrete, Global Journal of Researches in Engineering, 12 (2012) (1) (2): 20 – 25
John, (2006), Materials for Civil and Construction Engineers, Pearson Education Inc. (2nd Ed.).
IOSR Journal of Mechanical and Civil Engineering. 14 (2017) (2): 91 – 94

Influencing factors in the profit claim Engineering contract is a typical contract of civil and commercial law.
There are concepts of performance interest and reliance interest in the contract laws of civil law system in various countries.
From the above analysis, it can be clearly drawn that: the increase and decrease of engineering amount, deleting engineering and extra engineering will affect the overall profit or profit rate; therefore, they shall be compensated.
Engineering Valuation [M].
Engineering Claim Management [M].

Bidding Decision Model Based on Prospect Theory and Game Theory Min-Yuan Cheng 1, a, Chia-Chi Hsiang 2,b 1 Department of Construction Engineering, National Taiwan University of Science and Technology, Taipei, Taiwan 2 Department of Civil Engineering, Chung Yuan Christian University, Chung Li, Taiwan amyc@mail.ntust.edu.tw, bchiachi@cycu.edu.tw Keywords: Bid price, Game theory, cumulative prospect theory, fuzzy preference relations, fuzzy ratting.
Li, Key factors in bid reasoning model, Journal of Construction Engineering and Management. 126 (2000) 349-357
Minkarah, An expert system for selecting bid markups, Proceedings of 5th Conference on Computing in Civil Engineering. (1988) 229-238
Do, Bidding decision making for construction company using a Multi-Criteria Prospect Model, Journal of Civil Engineering and Management. 17 (2011) 424-436
Ko, Automated safety monitoring and diagnosis system for unstable slopes, Computer-Aided Civil and Infrastructure Engineering. 18 (2003) 64-77

Finite Element Analysis on Creep and Shrinkage of Reinforced Concrete Yuntao Zhang1, a 1School of Civil Engineering, Anhui Jianzhu University, Hefei 230022, PR China ajgxyzyt@sina.com Keywords: reinforced concrete (RC), shrinkage, creep, finite element analysis (FEA) Abstract: The finite element software ANSYS/CivilFEM was applied to analyses the influence of steel bar restraint on creep and shrinkage of reinforced concrete.
When the reinforcement ratio is low, the steel bar exerts less influence on creep and shrinkage, and the influence of steel bar can be neglected in engineering application.
The fitting results of Eq. (2) coincide well with the test results, which can satisfy the requirement of engineering application.
The reinforcement effect shrinkage coefficient should be considered for reinforcement ratio more than 0.38% under engineering error 5%. 2.2.
Bazant: Prediction of concrete creep and shrinkage: past, present and future.Nuclear Engineering and Design, Vol. 203(2001), p.27-38

Research of Vibration Analysis and Monitoring during the Pile Driving Zepei Xu1,2,a Xibing Li1,b 1School of Resources and Safety, Central South University, Changsha, 410083, China 2School of Civil Engineering and Architecture, Changsha University of Science and Technology, Changsha, 410004, China axuzepei@163.com bxbli@mail.csu.edu.cn Keywords: Prefabricated Pile.
Journal of Vibration Engineering, (2002),(02):58-64.
Chinese Journal of Geotechnical Engineering, (2007),(01):60-65.
Journal of Vibration Engineering, (2001),(02):95-99.
Journal of Earthquake Engineering and Engineering Vibration, (2007),(06):135-139.

Evaluation of Intensity Measures for Pulse-Like Ground Motions Jing Zhou1, a, Kailiang Chen1 and Lianheng Zhao2, b 1School of Civil Engineering and Mechanics, Xiangtan University, Xiangtan, China 411105 2School of Civil Engineering and Architecture, Central South University, Changsha, China 410075 ajingzhchina@163.com, bzlh8076@163.com Keywords: Pulse-Like Ground Motion; Intensity Measures; Single Degree Freedom System; Correlation; Efficiency Abstract.
Medina, B Alavi: Engineering Structures, vol.25, (2003), p.637
Özen: Earthquake Engineering and Structural Dynamics, vol.34, (2005), p.1551
Black: Journal of Engineering Mechanics, vol.30, (2004), p.1032
Cornell: Engineering Structures, vol.30, (2008), p.1048