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Modeling Simulation of Reinforced Concrete Perforated Slab and Project Cost Analysis Zhongmin Liu1, a, Wei Gao1, b and Jing Ji2, c 1 The Computer Department, Qinhuangdao College of Northeast Petroleum University, Qinhuangdao, HeBei, 066004, China 2 The civil and Architecture Engineering college, Northeast Petroleum University, Daqing, Heilongjiang, 163318, China aJijing1977@163.com, bJlqjjdoudou@163.com, c jijingtumu@163.com Keywords: Simulation Analysis, Perforated Plate, Modeling, ANSYS.
This scheme is not desirable from the view of engineering cost.
(China Water Power Press, China 2004) [4] Wenhua Hao: ANSYS Civil Engineering Application Examples.

Research of Earthquake Resistance Performance on The Mega-sub Controlled Structure Zheng Wei1, a, Jianjun Ye1,b 1 School of Mechanics and Civil. & Architecture, Northwestern Polytechnical University ,Xi-an,Shanxi,710129 ,China aweizheng_880217@126.com, byjj19870825@yahoo.com.cn Keywords: Mega-Sub Controlled Structure System; analysis of elastic-plastic; response control Abstract.
Introduction The safety of structure has been the focus in the field of structural engineering, which can be solved by constructing a new structure with observable earthquake resistance performance.
Under the action of seismic action, the number of plastic hinge of MSCSS is less than that of mega frame and most of the plastic hinge of MF has entered the stage of yield. 3.This study shows that compared with MF, MSCSS have better earthquake resistant performance and control effect, it provides a better theoretical guidance for the practical engineering.
Department of Civil Engineering, Northwestern Polytechnical University dissertation for Master degree, 2010 [3] Xun’an Zhang, Xiang’e Zhou and Guanjian He.

Finite Element Analysis on Seismic Performance of Beam-Column Joint of Concrete Filled Steel Tube Structure WANG Ying 1, a, LI Miao 1, b, FAN He1, c and XU Jinhua 1, d 1School of Architecture & Civil Engineering, Shenyang University of Technology, No.111, Shenliao West Road, Economic & Technological Development Zone, Shenyang, 110870, P.R.China a ren-jianwei@hotmail.com, b 514023685@qq.com, c fanhe@hotmail.com, d xjhnet@sina.com Keywords: concrete filled steel tube structure; joint; finite element analysis; seismic performance Abstract.
Introduction Concrete filled steel tube structure (CFT structure) is able to adapt to the need of modern engineering structures to long-span, high-rise, withstand harsh environments, and is in line with modern construction techniques and requirements of industrialization, it had been widely used in industrial plants, high-rise building[1].
ABAQUS finite element analysis software is one of the most effective software to solve nonlinear problems, and has been widely used in the field of civil construction.
Conclusions (1) Design of the joints in this research meets strong column and weak beam, strong joint and weak component design principles in engineering

Sago Pith Waste Ash as an Addition to Fly Ash-Based Geopolymer Mortar Mohamad Rohaidzat MOHAMED RASHID1,a, Hazman SELI2*,b, Megat Azmi MEGAT JOHARI3,c, Zainal Arifin AHMAD4,d 1,4School of Materials and Mineral Resources Engineering, Universiti Sains Malaysia, 14300 NibongTebal, Penang, Malaysia 1Faculty of Civil Engineering, UniversitiTeknologi MARA, 94300 Sarawak, Malaysia 2Faculty of Computer and Mathematical Sciences, UniversitiTeknologi MARA, Sarawak, Malaysia 3School of Civil Engineering, Universiti Sains Malaysia, 14300 NibongTebal, Penang, Malaysia amrohaidzat@sarawak.uitm.edu.my, bhazmanseli@sarawak.uitm.edu.my, ccemamj@usm.my, dsrzainal@usm.my Keywords: Sago pith waste ash, Fly ash, Geopolymer mortar, Quantitative chemical characteristic, Compressive stength Abstract.

Modelling of a Small Solar Collector Array and Comparison with Meteorological Data Using TRNSYS Energy Simulation Software Karolína Vyhlídalová1,a* and Petr Horák2,b 1Brno University of Technology, Faculty of Civil Engineering, Institute of Building Services, Veveří 331/95, 602 00 Brno, Czech Republic avyhlidalova.k@fce.vutbr.cz, bhorak.p@fce.vutbr.cz Keywords: Solar Collector, Energy Simulation Software, TRNSYS, Meteorological Data.
The solar collector array used was installed on the flat roof of a six floor building forming part of the Faculty of Civil engineering at the Brno University of technology.
Conlon, Validated TRNSYS model for forced circulation solar water heating systems with flat plate and heat pipe evacuated tube collectors, Applied Thermal Engineering 31 (2011) 1536-1542

Analysis of Material Solutions of Exterior Walls with Contact Thermal Insulation System Silvia Vilčeková1, a, Anna Sedláková1, b*, Eva Krídlová Burdová1, c and Ladislav Ťažký1, d 1Faculty of Civil Engineering, Vysokoškolská 4, 042 00, KOŠICE, Slovakia asilvia.vilcekova@tuke.sk, b*anna.sedlakova@tuke.sk, ceva.kridlova.burdova@tuke.sk, dladislav.tazky@tuke.sk Keywords: nearly zero energy houses, building construction, thermal insulation, environmental impact, embodied energy, life cycle assessment (LCA) Abstract.
Technical University of Civil Engineering, Romania. (2013)
Environmental Engineering 2014.

Mechanical properties of Semi-Rigid Steel Frame- Braced Steel Plate Shear Wall Shao Yongsong1,2,a,Shao Fengru3,b 1Key Lab of Structures Dynamic Behaviour and Control (Harbin Institute of Technology), Ministry of Education, Heilongjiang, Harbin, 150090, China 2School of Civil Engineering, Harbin Institute of Technology, Heilongjiang, Harbin, 150090, China 3Transportation Dept, China Academy of Civil Aviation Science and Technology, Beijing, 100028,China; ashaoyongsong@hit.edu.cn,bShaofengru@163.com Keywords:semi-rigid steel frame; brace; steel plate shear wall; finite element analysis; ductility Abstract: Due to mechanical performances of brace and steel plate, mechanical properties of semi-rigid joints and its construction and installation, semi-rigid steel frame-braced steel plate shear wall system is proposed.
Engineering Construction, 2008,01:31-39
Engineering Mechanics, 2013, 09:1-9

Topology Optimization of Building Structures Considering Wind Loading Jiwu Tang1, a, Yi Min Xie1, b and Peter Felicetti2, c 1Innovative Structures Group, School of Civil, Environmental and Chemical Engineering, RMIT University, GPO Box 2476, Melbourne 3001, Australia 2Felicetti Pty Ltd Consulting Engineers, 4/145 Russell Street, Melbourne, VIC 3000, Australia ajiwu.tang@rmit.edu.au, bmike.xie@rmit.edu.au, cpeter@felicetti.com.au Keywords: Topology Optimization, Bi-directional Evolutionary Structural Optimization, Building Structures, CFD, Wind Loading.
In civil and environmental engineering, CFD is gradually gaining ground in its use for predicting wind loads and other wind-induced responses of buildings and other structures.

The conference is organized by the Information Engineering Research Institute (IERI) that is a registered non-profit international scientific association.
ICAMME 2013 aims to bring all researchers working in the area of Applied Mechanics and Mechanical Engineering and people who are interesting in Applied Mechanics and Mechanical Engineering together to share their latest achievements and discussing the directions and possible applications in the field of Applied Mechanics and Mechanical Engineering in the future.
The papers come from both academia and education reflecting the international flavor of this event in the topics of Applied Mechanics and Mechanical Engineering.
The papers were grouped into six chapters: Chapter 1: Applied Mechanics and Measurement Technology of Detection and Monitoring Chapter 2: Measurement Technology of Detection and Monitoring Chapter 3: Control, Electronic, Automation Technology and Communication Engineering Chapter 4: Mechanical Engineering, Manufacturing Technology and Management Chapter 5: Biomechanics Technology Chapter 6: Rock, Civil and Structural Engineering The reviewers of the manuscripts, those by tradition would remain anonymous, have been very helpful in efficiently reviewing the manuscripts, providing valuable comments well within the time allotted to them.
Thaung , Maldives College of Higher Education, Maldives Biswanath Vokkarane, Society on Social Implications of Technology and Engineering,Hong Kong Jessica Zhang, Information Engineering Research Institute, USA David Meng, Information Engineering Research Institute, USA Kath David, Information Engineering Research Institute, USA

Pankaja2,b 1Assistant Professor, Civil Engineering Department, University Visvesvaraya College of Engineering, (U.V.C.E) Bangalore University, Bangalore – 560056, India 2Formerly Post Graduate Student, Civil Engineering Department, University Visvesvaraya College of Engineering, U.V.C.E, Bangalore University, Bangalore – 560056, India akvsbraju.2007@gmail.com, bpankajabs1@gmail.com Keywords: Anchors, Pullout capacity, relative density, Group Efficiency Factor Anchor breakout factor, Sand.
Introduction Many modern engineering structures require a foundation system that provides adequate support by resisting loads that are imposed on the foundation of the structure or vertical and horizontal pullout forces.
[5] Laman M, Bildik S (2010) “Experimental Investigations on Uplift Behaviour of Plate Anchors in Cohesionless Soil,” The Ninth International Congress on Advances in Civil Engineering (ACE2010), Karadeniz Technical University, Trabzon, Turkey, 27-30 [6] Merifield RS, Sloan SW (2006) The ultimate pullout capacity of anchors in frictional soil.
Proceedings, 10th International Conference on Soil Mechanics and Foundation Engineering,10(1):717-722
Proceedings, 12th International Conference on Soil Mechanics and Foundation Engineering, 12(2):1213-1218.