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Experimental Study on Reinforced Concrete Framework that Reinforced by Steel Tube Concrete Wing Wall Zhang shaowu1,a, Zhang Gengbiao2,b,ChenYingchuan3,c 1School of Civil Engineering, Shenyang Jianzhu University,Shenyang,China 2School of Civil Engineering, Shenyang Jianzhu University,Shenyang,China 3School of Civil Engineering, Shenyang Jianzhu University,Shenyang,China a578461228@qq.com,b569680497@qq.com, c896468086@qq.com Key words:Hysteresis curve, Skeleton curve, Ductility, Energy dissipation Abstract.In order to verify the feasibility of a new overall seismic reinforcement method of the framework.
References [1]GuoJian:Researchand ApplicationoftheStrengtheningand Reforming Methods of Reinforced Concrete Structures ,Changsha, Hunan University(2005) [2]GuoMeng, Liu Pei, YaoQian-feng:Dynamic Characteristics of Flange Frame Column Structure, volume 26 of Journal of Architecture and Civil Engineering, chapter, 2(2009.6) [3]Zhang Pengcheng, Yuan Xingren: Steel brace will-wall application for seismic strengthening of frame building, volume 43 of China Civil Engineering Journal(2009.6) [4]Zhang Shao-wu, GaoKe-feng,Fang Bo: Anti-seism isReinforcementResearch on the Additional Frame-shearSide of the Power Unit,volume 32of Earthquake Resistant Engineering andRetrofitting, chapter, 1(2010.2) [5]CaiJian, Zhou Jing, Fang Xiao-dan: Study on Seismic Displacement Ductility Factor of Reinforced Concrete Frame Structure,volume 27of Earthquake Resistant Engineering and Retrofitting, chapter, 3(2005.6) [6]Han Lin-hai, TaoZhong:Ductilitycoefficientofconcrete filledsteeltubular columns with square
sections,volume 20 of Earthquake Engineering and Engineering Vibration,chapter, 4(2000.12)

The Bearing Capacity Analysis of Wedge Cross-Section Based on Ansys ZHIGUO LI1,a YU GUO 2,b YUJIE BI 3,c 1Department of Resources and Civil Engineering, Shandong University of Science and Technology, Tai an, Shandong ,271019, China 2 Tianjin southeast steel structure company, Tianjin, 300308, china 3 MaFang coal LTD of Linyi mining group, Tai an, Shandong,271200,china a379766512@qq.com, bcfdliverpool@126.com, cbibingqing@163.com Keywords: Steel portal frame, Tapered section, Wedge rate, ANSYS model Abstract: The lightweight steel portal frame structure has been extensively used in the industry and civil buildings in recent years, because of the rational force bearing, large numbers of tapered members appear in this kind of structure[1].
Fig.1 The geometry size of tapered beam(a half) At the practical engineering Wedge rate are small in the door frame[2].
Practical engineering numerical simulation technology and its application in the practice of the ANSYS [M].
ANSYS advanced engineering finite element analysis of examples of selection[M].

Curriculum reform practice based on PBL teaching mode Chenglong He College of Civil Engineering & Architecture, Jiaxing University, Jiaxing, 314001, China E-mail: zjxuhcl@163.com Keywords: PBL mode; Curriculum reform; Building Architecture; Excellent Plan Abstract.
In 422 universities which have the civil engineering specialty, there are 34 universities are putting the excellent civil engineer education training plan into effect.
Building Architecture is the specialized fundamental course of civil engineering specialty with the features of practicalness and comprehensiveness.
Combined the engineering practice, the teaching content is integrated into three Projects.
In our university, there are two classes in the civil engineering discipline (abbreviated CE) and project management discipline (abbreviated PM), respectively.

Within last few years, a new modeling technique called Support Vector Machines (SVMs) is being applied in the field of civil engineering [6,7,8,9] investigated the method of support vector machine on two different practical problems in civil engineering.
With the introduction of Vapnik’s e-insensitive loss function, SVM has been extended to solve nonlinear regression estimation problems, which is named support vector regression (SVR), [11] and then is introduced to practical problems in civil engineering by Dibike et. al. [12].
Journal of Computing in Civil Engineering, Vol. 15, No. 3. (2001) 208-216 [7] J.
Solomatine, Support Vector Machines: Review and Applications in Civil Engineering.
Proc. of the 2nd Joint Workshop on Application of AI in Civil Engineering, Cottbus, Germany, (2000)

Seismic Vulnerability of Reinforced Concrete Building Based on the Development of Fragility Curve: A Case study ERLIN Wijayanti1, a *, STEFANUS Adi Kristiawan2, b, EDY Purwanto3, c and SENOT Sangadji3, d 1Undergraduate Student, Civil Engineering Department, Sebelas Maret University, Indonesia 2SMARTCrete Research Group, Civil Engineering Department, Sebelas Maret University, Indonesia 3SMARTQuake Research Group, Civil Engineering Department, Sebelas Maret University, Indonesia a*corresponding author: erlinwijaya@student.uns.ac.id, bs.a.kristiawan@ft.uns.ac.id, cedysip88@gmail.com, dsenot.sangadji@gmail.com Keyword: fragility function; pushover;capacity curve;spectra displacement Abstract.
Fragility curves are greatly important for estimating the overall risk to the civil infrastructure from potential earthquakes and for predicting the economic impact of future earthquakes.
These coefficients might be used to predict the engineering demand parameter, i.e.
World Conference on Earthquake Engineering, Beijing (2008)
Evaluation of the use of steel bracing to improve seismic performance of reinforced concrete building.Procedia Engineering, 54, 447-456 (2013)

PolyVinyliDene Fluoride (PVDF) Material based Energy Harvesting from Train and Damaged Bridge Interaction Paul Cahill1,a, Nathan Jackson2,b, Alan Mathewson2,c and Vikram Pakrashi1,d 1 Dynamical Systems and Risk Laboratory, Department of Civil and Environmental Engineering, University College Cork, Cork, Ireland 2 Heterogeneous Systems Integration Group, Microsystems Group, Tyndall National Institute, University College Cork, Cork, Ireland.
The paper is expected to be useful for practicing engineers and researchers in the field of application of new materials in the next generation of bridge structures.
To provide such basic services for the general public in a sustainable, efficient and economically viable manner is the fundamental service that engineering provides to society.
Erturk, Piezoelectric Energy Harvesting for Civil Infrastructure System Applications: Moving Loads and Surface Strain Fluctuations, J.
Inman, Impedance-Based Health Monitoring of Civil Structural Components, J.

Tensional Ability of Basalt Fiber Enforced Asphalt Mixture Chunmei Gao1,2,a, Weizhi Dong1,2,b, Xingyang Liu3,c, Hao Wang2,d and Mingliang Zhang2,e 1 School of Science and Engineering on Communications, Jilin Architecture and Civil Engineering Institute , Changchun 130021, P.R.China 2 College of Transportation, Jilin University, Changchun 130022, P.R.China 3 Changchun chengda municipal engineering supervision Co., LTD, Changchun 130022, P.R.China a gaochunmei_2006@126.com, b dongweizhi1200@126.com, c 814795530@qq.com, d wha0121@163.com，e z_ml1980@yahoo.com.cn Keywords: Pavement engineering; Basalt fiber; Asphalt mixture; Split tensile strength; Failure stiffness modulus.
Fiber enforced concrete is more popular in civil engineering recently.
The basalt fiber as a new material which is applied in civil engineering and it becomes aresearch focus [2].
The research results of this paper is founded by Jilin Architectural Engineering Institute Youth Science Foundation References [1] Zongcai Deng, Huiqing Xue: Journal of Architecture and Civile Engineering. 2009,vol(26): 80-83 in chinese
[3] Weimin Li, Jinyu Xu: Engineering Mechanics. 2009, 26(1): 86-91 in chinese

Construction Technology of 7 Meters Long Deep rock-socketed pile Pengzhen Lu Binbin Feng Li Zhao (College of Architecture & Civil engineering, Zhejiang University of Technology, Hangzhou 310014, China) (College of Architecture & Civil engineering, Zhejiang University of Technology, Hangzhou 310014, China) (College of Architecture & Civil engineering, Zhejiang University of Technology, Hangzhou 310014, China) 532218982@qq.com, 179303444@qq.com, 371302567@qq.com Key words:pile engineering; rock-embedded pile;bridge engineering; steep slope; Abstract.In this article, authors introduce some aspects of construction of deep rock-embedded piles on steep slopes such as selection of construction programs, construction measures and matters need attention.

Application of Genetic Programming for Estimation of Soil Compaction Parameters Navid Naderi1, a, Pedram Roshani1, b Masoud Zabihi Samani2, c and Mohammad Amin Tutunchian2, d 1School of Civil Engineering, University of Tehran, Tehran, Iran 2School of Civil Engineering, Iran University of Science and Technology, P.O.
Genetic Programming is a pattern recognition approach that has the ability of modeling the non-linear behavior of complex engineering problems.
Genetic Programming Soft computing applications in most engineering fields especially in geotechnics, has been improved (e.g.
Krishnamurthy, in: Proceedings of second Southeast Asian conference on soil engineering, Singapore (1970), p. 577–587
Jaksa: ASCE J Computing in Civil Eng; 18(2), (2004), p. 105-14.

Research on the Level Soil Pressure of Multi-stage Retaining Wall in Mountain Road Peng Li 1, a, Haitao Wan2, b 1 School of Civil Engineering and Architecture, Henan University, Kaifeng, Henan, 475004, China 2 School of Civil Engineering and Architecture, Henan University, Kaifeng, Henan, 475004, China achipren@163.com, bwht110119040@163.com Keywords: Mountain Road, Horizontal soil pressure, Retaining Wall Abstract.
Introduction The soil pressure is one of the oldest problems in rock-soil engineering.
These formulas are good for engineering designs and calculation[1-3].
Engineering News Record, Vol. 112(February. 1),(1934),pp.136-140 [2] Terzaghi,K.
Journal of Boston Society of Civil Engineering, Vol. 23(1936),pp.71 -88 [4] Roscoe, K.