Search results

China Civil Engineering Journal, 2010, (43): 130-133 [3] Prayagj.Sayani, Keril.
Journal of Earthquake Engineering, 2009, 13(6): 835-851 [4] Liu Weiqing, Wang shuguang, Lin Yong.
Finite element analysis and engineering application of RC core-tube structures based on the multi-layer shell elements.
China Civil Engineering Journal, 2009, (3): 49-54 [10] Ye Lieping, Lu Xinzheng, Ma Qianli, Wang Xunliu, Miao Zhiwei.
Engineering Mechanics, 2006, (23): 131-140

Study General Peak-pressure Formula on Flat-structure Slamming into Water Yu Long-fei1, b, Zhang Ya-qun2, c, Zhu Liang-sheng1, a 1South China University of Technology, School of Civil Engineering and Transportation, Guangzhou 510640, China 2GuangZhou Institute of Energy Conversion, Chinese Academy of Sciences, Guangzhou 510630, China alshzhu@scut.edu.cn byulongfei118@163.com cqunzi_zhang@163.com Keywords: slamming, flat-structure, general formula.
Then take further research to validate the formula through others data, the results show that the formula on paper has a good reference for actual engineering problems.
Test Test conducted at School of Civil Engineering and Transportation pool (dimentions: 32m*18m*1m), South China University of Technology (SCUT), the reinforced concrete model produced according to the actual collapsed segment of the Guangdong Jiujiang Bridge.
Fluid Mechanics with Engineering Applications (Tenth Version).
Journal of Central China college of Engineering.1986,14（5）: 725~730.

Experiment on Properties of Recycled Aggregate Concrete Haitao Yang1,a and Shizhu Tian 1,2,b 1School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, P.R.
China 2School of Civil Engineering, Suzhou University of Science and Technology, Suzhou 215011, P.R.
Objective: Measure and study the mechanical properties and abrasion resistance of recycled aggregate concrete in order to provide experimental basis for the application of recycled aggregate concrete in engineering.
The recycled aggregate concrete can be applied in engineering. 1.
In this paper, the authors used recycled coarse aggregate (RCA) as the main raw material of concrete to compound concrete and did the experimental research on its property to provide the experimental basis for the application of RAC in engineering. 2.

Finite Element Analysis of Parameters Sensitivity Analysis of Landslide Stability Pengfei Li 1, a, Tao Guo 1,b and Zhongyang Liu 1,c 1 Department of Civil Engineering,Hebei Institute of Architecture and Civil Engineering, Zhangjiakou，Hebei，075000，China a365219355@qq.com, b86316590@qq.com, c764441606@qq.com Keywords: cohesion internal friction angle; node Abstract.
Earthquake, rainfall, artificial slope cutting, building dams ( especially in the soft base), underground engineering excavation, reservoir is the important reason causing landslide, the landslide genesis research become scholars of the important topic.
Sichuan: Southwest University of Science and Technology, 2006(In Chinese) [3] Sichuan Geological group, Suining Xishan Landslide Control Engineering 2005, 1(In Chinese) [4] Luyu Zhang, Yingren Zheng, Shangyi Zhao, Weimin Shi.
Journal of hydraulic engineering, 2003, 1: 21 - 27 [5] Zhuoyuan Zhang, Shitian Wang, Lansheng Wang.
Analysis principles of engineering geology .

Analysis of Seismic Appraisal Evaluation of Existing RC Frame Structure Used for Primary and Secondary Schools in Kunming Zhongwei Liu 1,a, Yu Bai 1,b, Xianghui Xiong 2,c, Junting Li 2,d 1Earthquake Engineering Research Institute, Kunming University of Science and Technology, Kunming 650051, China 2Security Appraisal Office of Housing，Housing and Urban-Rural Construction Bureau of Panlong District in Kunming，Kunming 650051, China aliuzhongwei2008@hotmail.com, bbaiyu_kust@yahoo.com.cn, cxxh_1985815@sina.com, dsunyue@126.com Key word: primary and secondary school building; reinforced concrete frame structure; seismic appraisal evaluation; Kunming.
Inspection and appraisal are based primarily on Technical Standard for Inspection of Building Structure, Standard for Appraiser of Reliability of Civil Buildings, Standard for Seismic Appraisal of Buildings, Code for Seismic Design of Buildings and other related standards or codes.
Based on the test results, Standard for Appraiser of Reliability of Civil Buildings is used to rate the security of the structure and to give the rating(A, B, C, D four levels); then refering Standard for Seismic Appraisal of Buildings, Code for Seismic Design of Buildings to do the seismic checking analysis.
Therefore, the appraisal unit also refers to Standard for Appraiser of Reliability of Civil Buildings to give ratings
[3] GB50292-1999, Standard for appraiser of reliability of civil buildings [S]

Structural Vulnerability Analysis Based on Beta Distribution Qiaoyun WU1,2,a, Hongping ZHU1,2,b and Jian Fan1,2,c 1School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan 430074, China; 2Hubei Key Laboratory of Control Structures, Huazhong University of Science and Technology, Wuhan 430074, China awuqiaoyun.1985@163.com, bhpzhu@mail.hust.edu.cn, cfan-jian@126.com Keywords: Vulnerability analysis, Beta probability density function, Damage state, Damage parameter Abstract.
So, if using the engineering damage parameter to substitute, it becomes adopting beta density function to fit the vulnerability of the structure.
(Harbin: Harbin Institute of Technology, 2006) [2] Jingbo Liu, Yangbing Liu, Qiushi Yan, etc: China Civil Engineering Journal Vol.43(2010), p.39 (In Chinese) [3] Cornell CA, Krawinkler H: Peer Center News Vol.3(2000), p.4 [4] Jingbo Liu, Yangbing Liu and Heng Liu: Earthq.
Vol.23(2010), p.45 [6] Dagang Lu, Xiaohui Yu, Feng Peng, etc: World Earthquake Engineering Vol.26(2010), p.7 (In Chinese) [5] Karim KR, Yamazaki F: Earthquake Engineering and Structural Dynamics Vol.30(2001), p.1839 [7] Dagang Lu, Xiaohui Yu, Pengyan Song, etc: Journal of Earthquake Engineering and Engineering Vibration Vol.29(2009), p.23 (In Chinese) [8] Deli Zhong, Qimin Feng: Earthquake Engineering and Engineering Vibration Vol.24(2004), p.46 (In Chinese) [9] Code for seismic design of buildings GB 50011-2001.
(Washington DC: American Society of Civil Engineers, 2000) [12]Erberik MA, Elnashai AS: Engineering Structures Vol.26(2004), p.937

“A Displacement-Based Seismic Design for Reinforced Concrete Structures” KSCE Journal of Civil Engineering.
“Preliminary Detailing for Displacement-Based Seismic Design of Buildings” Engineering Structures.
“Displacement-Based Seismic Design for RC Frames” China Civil Engineering Journal.
“Displacement-Based Seismic Design Method of RC Frames” China Civil Engineering Journal.
“Displacement-Based Seismic Design of Buildings-Theory” Engineering Structures.

Experimental Study on Freeze-thaw Resistance Durability of High Performance Concrete Junfang Huo1,a , Xiaoxia Ji 2,b and Hui Yang 3,c 1 Civil Engineering College Inner Mongolia University of Technology, Huhhot 010051, China 2 Civil Engineering College Inner Mongolia University of Technology, Huhhot 010051, China 3Scientific & Technological Research Institute of Hohhot Railway Administration, Huhhot 010050, China aprincess_0@163.com,bjixiaoxia100@163.com ,cyanghuibuaa@163.com Keywords: high performance concrete; large volume fly ash; freeze-thaw resistance Abstract: Freeze-thaw cycle experiments on high performance concrete were carried out while cement was respectively replaced by fly ash for 30%～50%.
Particularly, it can be fit for the railway concrete engineering.
Introduction With the development of the science and technology and the civil engineering industry, concrete will still be the main building materials in the coming period.
Table 3 Mixture ratio and material usage about C55 concrete [ kg/m3 ] Number Water-Binder ratio Cement Fly ash Sand Stone Water water reducer 1 0.32 350 150 (30%) 626.4 1113.6 160 4 2 0.32 325 175 (35%) 626.4 1113.6 160 4 3 0.32 300 200 (40%) 626.4 1113.6 160 4 4 0.32 275 225 (45%) 626.4 1113.6 160 4 5 0.32 250 250 (50%) 626.4 1113.6 160 4 Note: The fly ash how to replace the cement equivalently were shown in brackets Experimental methods and procedures In the light of the requirements of frost resistance performance of concrete in the railway engineering and “supplemental standard on the rail concrete engineering construction quality acceptance” Rail Construction [2005] No. 160, the age of concrete test blocks was 56 days in the test.
To the requirements(“supplemental standard on the rail concrete engineering construction quality acceptance” Rail Construction [2005] No. 160) for railway concrete, the curing age for concrete frost resistance is 56 days.

China Civil Engineering Journal. 2006, 39(5): 78-84
Journal of Structural Engineering, 2012, 138(6): 676-686
Journal of Structural Engineering, 2012, 138(6): 687-696
Engineering Structures, 2005, 27(12): 1820-1827
Statistical study of the inclination errors of vertically prestressed anchor plates of concrete box beams[J].China Civil Engineering Journal, 2010,43(5):23-28

Electrical Resistivity Based Non-Destructive Testing Method for Determination of Soil’s Strength Properties Fahad Irfan Siddiqui1,a and Syed Baharom Azahar Bin Syed Osman2,b 1MSc Research Student, Civil Engineering Deptt, Universiti Teknologi PETRONAS, 31750 Tronoh Perak, Malaysia. 2Senior Lecturer, Civil Engineering Deptt, Universiti Teknologi PETRONAS, 31750 Tronoh Perak, Malaysia.
Precise determination of engineering properties of soil is essential for proper design and successful construction of any structure.
The conventional methods for determination of engineering properties are invasive, costly and time-consuming.
Introduction Stability of natural and engineered structures such as building, roads, tunnels, slopes, bridges, dams etc, is the most vital aspect of geotechnical engineering.
Blotz: Electrical resistivity of compacted clays Journal of Geotechnical Engineering - ASCE vol. 122 (1996), pp. 397-406 [5] Y.