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Interval Censored Data Analysis with Weibull and Exponential Distribution Tibor Nánási1, a 1Slovak University of Technology in Bratislava, Faculty of Materials Science and Technology in Trnava, Department of Applied Mechanics, Paulinska 16, 917 24 Trnava, Slovak Republic atibor.nanasi@stuba.sk Keywords: Interval-Censoring, Likelihood Estimator, Reliability Estimate, Weibull Distribution, Exponential Distribution.
Acknowledgement The support of research project VEGA 1/1041/11 of Ministry of Education, Science, Research and Sport of the Slovak Republic is gratefully acknowledged.
Usman, Survival model for partly interval censored data with applications to anti D in rhesus D negative studies, World Academy of Science, Engineering and Technology, Vol. 7, 2013, 899-902
Totawattage, The statistical analysis of interval censored failure data with applications, Open Journal of Statistics, Vol. 3, 2013, 155-166.

Some examples here include: (a) UoC Science Annex, (b)14 Hazeldean Rd, Addington, Christchurch 8024, (c) 254 Montreal Street, (d) PwC Centre, Cambridge Terrace.
Details of the brace end connections are shown in Figure 3 from (a) 254 Montreal Street, (b) NE corner Lichfield and Colombo Street, (c) PwC centre, (d) UoC Science Annex.
This is quite a different philosophy than that used in the UoC Science Annex (Figure 3d), for example, where drag struts were used to carry beam axial forces.
It is interesting to note though, that even though the same issues exist with post-tensioned beam systems with other materials, they have been used in some of buildings.
A., Lessons from the February 2011 M6.3 Christchurch Earthquake, Journal of Seismology and Earthquake Engineering, Tehran, 14(3), 2013, pp 81-93. http://www.iiees.ac.ir/jsee

The isotherms of fresh samples are all of classical type IV, characteristic of mesoporous materials according to the IUPAC classification.
The raising of precipitator concentration, form 0.5 to 2.0 mol/L, lead to enhancing of synergistic effects between CuO and CeO2 Acknowledgements This work was financially supported by National Natural Science Foundation of China (21266012) and (21066008), Major Program of Natural Science Foundation of Inner Mongolia (2009ZD01), Program of Natural Science Foundation of Inner Mongolia (2012MS0203), Universities Scientific Research Project of Inner Mongolia Department of Education (NJZY12067), Major Program of IMUT(ZD201108) and Program Foundation for Coal Chemistry Preponderant Discipline of IMUT.
Journal of rare earths, 2008, 26(4):538.

Supported by the National High-Tech Research and Development (863) Program of China (No.2009AA12Z325) 1,b and CHENG Peng1,c 1 School of Earth and Space Science, Peking University, Beijing, China 100871 azhangfz@pku.edu.cn, bgjzdragon@gmail.com, c176774317@qq.com Keywords: emergency relief; satellite navigation; satellite communication.
The emergency relief terminals are to acquire the disaster information, disaster condition, settlement of victims and transportation of rescue team and rescue materials in the rescue site.
References [1] Zhang Cheng - Cheng, in: The Design and Implementation of Emergence Communication System Based on Smart Phone and ad-hoc Networks, Beijing University of Posts and Telecommunication, Master Thesis. (2009) [2] Wang Xing - Ling, in: Study on Disaster Information Collecting and Emergency Commanding System Based on Beidou Satellite Technology, Journal of Southwest China University (Natural Science Edition), vol.32(3), pp: 136-140. (2007) [3] Zhao Xiao - Lin, in: The Emergency System of Mobile Satellite Navigation and Service Platform for Disaster Reduction, Digital Communication World, vol.6, pp. 36-37. (2008) [4] Zhang Xue - Li, in: Technology System and Standardization Issues of Emergency Communication, Modern Science & Technology of Telecommunications, vol.2, pp.25-28.(2009) [5] Zhou Qian - Li, in: Research and Exploration on the Technical Framework of Emergency Communication at Crisis Scenes, China New Telecommunications, vol. 12, pp. 40-44. (2008) [6] He Xin - Min,

Analysis of Fretting Wear of Type II Fastener Elastic Bar WU Zeng 1, a, NING Xiao-jun 1,b and ZHAO Ping-rui 2,c 1 FacuIty of CiviI Engineering and Architecture, Kunming University of Science and Technology, Kunming China 650500 2School of Civil Engineering Southwest Jiaotong University, Chengdu China 610031 a11856658@qq.com, bwuzhou0123@kmust.edu.cn, cwu_xianjia@163.com Keywords: fastener; elastic bar; non-linear contact theory; fretting wear; fatigue; fracture Abstract.
Tab.1 The value of and at each position of elastic bar Position /MPa / Remarks A 46.7 72.3 The maximum value of B 542.4 0 The maximum value of C 493.6 7.4 The maximum value of Fig.4 The extreme point values of, and of elastic bar No fatigue phenomenon would be happened on acromegaly for stress did not reach the minimum of elastic bar material() according to the fatigue theory, fatigue fracture would be happened in B point for shear stress of maximum;but according to the fretting wear and fretting fatigue theory, if the fretting wear in fracture process was played a leading role in the process, it should be fracture in C point.
[4] WU Qing-hai,CHEN Hou-chang,ZHOU Hong-wei,ZHU Yong-geng.Stress and Deformation Analysis of Type Ⅲ Fastener Elastic Bar by Non-linear Contact Theory[J].China Railway Science,2003,24(1):69-74 [5] Hao Ying.
Chinese Journal of Mechanical Engineering,2005(41):203-209

Experiment Experimental material.
[2] Kun Zhu and Yingchao Ji: Optimal design to degumming technology of hemp fiber, edited by Wool Textile Journal.
[3] Julong Deng: Basic method of grey system, edited by Wuhan: Huazhong University of Science and Technology Press, (1987)
[4] Geng Wang and Minsheng Wang: Modern methods of mathematical modeling, edited by Peking: Science Press in Peking, (2008), p. 145~156.

Influences of Tunnel Excavation Blasting Vibration on Surface High-Rise Building Hailiang Wanga ,Tongwei Gaob, Key Laboratory of Mine Disaster Prevention and Control, Shandong University of Science and Technology, Qingdao, 266510, Shandong, China aTLGCBP@263.net, btongwei_gao@126.com Keywords: Tunnel; Blasting; Vibration Velocity; Main Vibration Frequency; Amplification Effect; High-Rise Building Abstract.
Response characteristic of ground high building to tunnel excavation blasting vibration is related to building structure, building material, geological, blasting parameter, and spatial position relation of tunnel and building, monitoring equipment and so on.
Acknowledgements (1)National Natural Science Foundation (10672091) (2) Education Department Technology Planned Project of Shandong Province (011541803) Reference [1] Hailiang Wang: Engineering Blasting.
[3] Yongqiang YU, Guangchao WEN: Journal of Liaoning Technical University.

China 2College of Information Science and Technology, Bohai University, Jinzhou, P.R.
To complete the whole process of online transactions in the human, financial, material, internal customers and all aspects of the coordination and management.
Lu “Research of Electronic Commerce System Development Based on Struts and Hibernate,” Journal of Information, vol. 17, no. 5, pp. 37-39, 2008
Zheng, “Application Research for Integrated SSH Combination Framework to Achieve MVC Mode,” IEEE Computer Society Press: 2011 International Conference on Computational and Information Sciences, vol. 2, pp. 499-502, 2011

Highway as national assets is an important material basis for the national economic and social sustainable development.
(3) Economic depreciation Economic depreciation is commonly caused by external factors (such as development level of economy and science).
Changsha University of Science & Technology, 2009
Journal of China & Foreign Highway, 2003, 23(1): 4-7

The citizens’ multi-cultural participation enables to protect the material spatial forms of the village, at the same time save the original forms of village life, which can maximally reflect the cultural essences of ancient village protection.
Acknowledgement The thesis is supported by Shaanxi College Philosophy and Social Sciences in Building Characteristic Discipline Project.
(In Chinese) [5] C.Tang: Journal of Xinxiang University (Social Sciences Edition), Vol.24 (2010) No.4,p.52.