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A Comparison Study on Energy Consumption of Urban Residential Buildings in Different Climatic Zones Wei Cai1, a, Zhaohui Wu1,b , Huang Wang1, c and Xiaoman Du2,d 1School of Civil Engineering and Architecture, Ningbo University of Technology, 315016, China 2Shool of Geoscience and Surveying Engineering, China University of Mining&Technology, China azlcaiwei@sina.com, bwzh-lyf@163.com, d284767952@qq.com, ddxmsjzri@163.com Keywords: Building energy simulation; Energy conservation; Residential building, CO2 emissions.
Lebrun used an engineering equation solver, which solved the equations simultaneously, to model and simulate an HVAC system [8].
Journal of Solar Energy Engineering, Vol. 120 (1998), p. 131 [12] Y.

Researches on Rational Reinforcement of Equi-Limb +-Shaped Reinforced Concrete Columns Sun Chao1，a,Zhao Shuli2, 3,b ,Zhang Zitai1 1Baoding Vocational and technical college, Baoding 071001,China 2College of Urban and Rural Construction, Agricultural University of Hebei, Baoding 071001,China. 3School of Civil Engineering, Beijing Jiaotong University, Beijing 100044 ) a1059155978@qq.com, b969334836@qq.com Key words: Equi-eimb +-shaped reinforced concrete columns, Rational reinforcement arrangement, Numerical integral method, Mx-My curves Abstract：A nonlinear analysis program for the capacity of +-shaped columns with numerical integral method is complied.
Analysis of examples 4.1 The Mx-My curve of +-shaped column section for the reinforced bar of practical engineering In this article, the structural design software PKPM is used to design the columns structure of a residential structure.
Behavior of T-shaped column under different directional cyclic loading [J], Earthquake Engineering and Engineering Vibration, 1995,15(4):76-84

Thedynamic response of theplatformmooringconditions Xinxin Wu1,a, YueqinLiu1,b ,Jinhao Xu 1, c,ChaoheChen1,2,d 1South China University of Technology, School of Civil Engineering and Transportation, Department of Naval Architecture and Ocean Engineering, Guangzhou, Guangdong, 510641,China 2Guangzhou modern industrial technology research institute,Ships and marinetechnology research and Development Center, Guangzhou,Guangdong, 511458,China awuxinxinscut@163.combyqliu1@scut.edu.cncxujinhaoscut@163.comdchenchaohe@scut.edu.cn Key word：Self-elevating platform; Motion Response;Coupling; Mooring force Abstract.
Under the waves, currents, wind and other environmental loads, it has been a hot topic of research in the field of marine engineering that the motion response of offshore platforms and cable which are in the coupling state [3-7].
The evolution of offshore drilling mode and the characteristics of different types of mobile drilling platform [J].Science Technology and Engineering.2013,4.VOL.13 NO.10 In Chinese [3] Yue Xiao, Yanying Wang.

Advanced PS-INSAR for Land Subsidence Monitoring in Cangzhou YU Xiaoying1,2,a, Huang Mei2,b, Zhang Jian3,c 1School of Info-Physics and Geomatics Engineering, Central South university, Changsha, China 2School of Civil Engineering and Architecture, Changsha university of science and technology, Changsha, China 3Ji'nan Highway Administration Bureau, Jinan, China axiaoying_yu@csu.edu.cn, bmayhuang518@sina.com, cgljsglc@126.com Keywords: IPTA; Groundwater Aquifer; Land Subsidence; Cangzhou Abstract: The conventional D-InSAR technique has been successfully applied in the volcano, earthquake induced surface deformation monitoring of large scale.
Acknowledgements This work was financially supported by the Changsha City Science and Technology Bureau (K1106044-11) and Catastrophic Prophylaxis and treatment of road traffic safety engineering research center project of Ministry of Education (kfj110305).
[2] Xiaoli Ding, Guoxiang Liu, Zhiwei Li, et al: submitted to Journal of Photogrammetry Engineering & Remote Sensing, Vol.70 (2004),p1151-1156

(3) Aid program for priority fields of study of school of civil engineering and architecture in Changsha University of Science and Technology.
Journal of Structural Engineering, ASCE, 1999, 125(5): 477-484
Railway Engineering, 2001, (10): 2-5(in Chinese) [4] Shicong Yang, Fumin Wang, Ping Qu.
Application Methods and Examples of Algor and Ansys on Bridge Engineering[M].

Analysis of Flow and Failure Mechanism of Cushion in Rigid Pile Composite Foundation Youkou Donga, Junjie Zheng b,*, and Jun Zhangc Institute of Geotechnical and Underground Engineering, Huazhong University of Science and Technology, Wuhan 430074, China a593837912@qq.com, bzhengjj@hust.edu.cn, czhangjun_hust@qq.com *Corresponding author.
Geotechnical Engineering.
Han: China Civil Engineering Journal.
Vesic, in: Foundation Engineering Handbook, edited by H.F.

Design and Experimental Results of a Quad-Rotor Control System Taesam Kang1,a, Gigun Lee2,b, and Jung-Hwan Kim3,c 1 Department of Aerospace Information Engineering, Konkuk University, Seoul, Korea 2 Department of Aerospace Information Engineering, Konkuk University, Seoul, Korea 3 Department of Aerospace Information Engineering, Konkuk University, Seoul, Korea atskang@konkuk.ac.kr, b0130lk2@gmail.com, celfmawang@nate.com Keywords: Quad-rotor, Model Identification, Prediction Error Minimization method, Linear-quadratic regulator, Attitude Control.
UAVs are currently being used mainly for the military applications, and a lot of potential civil applications have emerged, and research and development in this field has gained increasing significance.
Lewis, Applied optimal control and estimation, Prentice-Hall International Edition, 1992 [10] Dong-Yun Jeong, Taesam Kang, Hardian Reza Dharmayanda and Agus Budiyono, H-infinity Attitude Control System Design for a Small-Scale Autonomous Helicopter with Nonlinear Dynamics and Uncertainties, Journal of Aerospace Engineering, pp. 501-518, 2012

The underground grain storage environment regionalization Yubin Pei a, Yong Feng b School of Civil Engineering,Henan University of Technology,Zhengzhou ,Henan,China awddpwzz_2008@126.com, b51433279@qq.com Keywords: Ground temperature; The underground water level; The soil; Underground grain storage environment regionalization.
Stratum situation Comprehensive access to the area throughout the country more than 1000 geotechnical engineering geological investigation report, because of the geological exploration report provides the area around the rock unidirectional compressive strength limit value of the standard specimen, so the sturdiness coefficient of rock can be calculated, thus may carry on the general ledger of lithostratigraphic classification, general type classification itself reflects the degree of rock strata in the construction of ease, for the earth, because the vast majority of geological exploration report does not provide standard unidirectional compressive strength limit value of the sample, so can't simple to platts grading of soil, but due to the geological exploration report, usually for the Q1, Q2, Q3, Q4 qualitative classification of geological history, and Q1, Q2, Q3, Q4 is itself to a large extent reflect the bearing capacity of soft soil and high and low.
Abdulla，Stability charts for predicting sinkholes in weakly cemented sand over karst limestone，Engineering Geology (2002) ,65：179–184
[2] Douglas Nichol, Sinkholes at Glan Llyn on the A55 North Wales Coast Road, UK, Engineering Geology (1998) ,50：101–109

The Numerical Analysis of Gradient Material Replacement on Arch Dam of Stress Concentration Area Jianbing Zhu1, a*, Zhimin Su1,b, Chengjie Jiang2,c, Zhifang Tian1,d, Xue Lu1,e 1Faculty of Electric Power Engineering, Kunming University of Science and Technology, Kunming650500, China 2Xi’an Water Resources Planning and Prospective Design Institute, Xian710054, China a553902730@qq.com, byysdszm@163.com, cjiangch2261@sina.com.cn, dtianzhifang2010@sina.com, elx838855962@163.com *Corresponding authors.
In addition, application of the low elastic modulus of high strength concrete has a certain feasible in theory, but it is difficult to selecting materials, concrete strength test is limited, there are less practical engineering examples.
References [1] R.Sharp, The optimization of arch dam, Institution of Civil Engineers，1969
[7] Zhigang Gao, Zemin Liu, Na Li, Research of ANSYS Finite Element Mesh Dividing on the Complicated Model, mechanical engineering and automation, 2006, (3)：41～43 (In Chinese)

Analysis of the Fatigue Stress on Welded Joints of the U-rib in an Othortropic Steel Deck Sungnam Hong,1,a Jongin Park,2,b Sun-Kyu Park1,c and Jinwoong Choi1,d* 1School of Civil and Environmental Engineering, Sungkyunkwan University, Suwon 440-746, Korea 2Civil Engineering Team, Samsung C&T Corporation, Seoul 137-956, Korea acama77@skku.edu, bjipark@skku.edu, cskpark@skku.edu, dcjw85@skku.edu *Author to whom correspondence should be addressed; E-Mail: cjw85@skku.edu; Tel.: +82-31-290-7530; Fax: +82-31-290-7646.
Bouwkamp, Analysis of the Orthotropic Steel Deck of the San Diego - Coronado Bridge, Structural Engineering Laboratory Report No. 67-20, University of California, Berkeley, 1969
Bouwkamp, Analysis of the Orthotropic Steel Deck of the San Diego - Coronado Bridge, Structural Engineering Laboratory Report No. 67-20, University of California, Berkeley, 1969