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Structural control systems working on the basis of MR dampers have shown great interests in the last decade mainly due to hazard mitigation in civil engineering [4].
Journal of Engineering Mechanics (ASCE), 1997, 123 (9), pp. 897-971
Engineering Modelling, 2010, 40, pp. 7-14 (in polish)
Engineering Structures, 2010, 32, pp. 2424-2431.

Mohd Yatim1, e 1Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Johor, Malaysia 2Computational Solid Mechanics Laboratory, Faculty of Mechanical Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Johor, Malaysia akmohammad3@live.utm.my, bs.s.r.koloor@gmail.com, caali4@live.utm.my, diznisyahrizal@utm.my, ejamaluddin@utm.my Keywords: Explicit Dynamics Procedure Finite Element Method, Mechanics of Polymers Materials, Hyperelasticity, Polyethylene polymer.
Introduction In the past few decades, the new generation of hard polymers opened new scenery in engineering designed field to develop high performance structures.
[4] Crawford R.J, Appendix A - Structure of Plastics, in Plastics Engineering (Third Edition). 1998, Butterworth-Heinemann: Oxford. p. 413-424

Finite Element Analysis of Yield Mechanism of Cave-Cutting around RC Frame Joint for “Strong Column and Weak Beam” Jie Yan1,a, Yong Yao2,b, Zhaoqiang Zhang3,c, Yongjun Deng4,d and Pengfei Hu5,e 1,2,3,4,5 College of Civil Engineering and Architecture, SWUST, Mianyang, China a13699602498@sina.cn, byy001221@163.com, c52282843@qq.com, d516341369@qq.com, e18990181431@163.com Keywords: Reinforced concrete frame; floor with opening; strong column and weak beam; plastic hinge; ANSYS Abstract.
References [1] XUE Yantao,HUANG Shimin,YAO Qiulai.Seismic damage and design concept from the buildings of RC frame structure in Wenchuan earthquake.Earthquake Resistant Engineering and Retrofitting,2009,31(5):93-100
[2] WANG Wei,XUE Jianyang,ZHANG Hongmei,et al.Seismic design and lessons learnt from the earthquake disaster of frame structures in 5.12 Wenchuan earthquake.World Earthquake Engineering.2009,25(4):131-135
Ms D Thesis.Harbin:Institute of Engineering Mechanics,China Earthquake Administration.2010

The application research on the Carbon fiber sheet reinforcement technique in the frame beamstrengthening Ling Xu1,a , Weize Gao2,b 1,2Liaoning university of science and technology,The academy of Civil Engineering, Anshan 114051,China axuling6396@126.com,b435265892@qq.com Key words:Carbon fiber sheet;Strengthening;Frame beam; Bearing Capacity.
Engineering Situation This project isa increment of Storeyreinforcement design from a railway station to theluggage and parcelguard syst building.arrival the luggage and parcelguard syst building ,the building area is 5458㎡.
Guangxi University of Technology, 2006.6 (17) [2] Liu, Ding Yining.Research and engineering application of FRP in structural repair and reinforcement.
Engineering technology.

Experimental Study on Base Reaction and Deformation Characteristic of Variable Modulus Foundation for Frame-Tube Structure Jianxing Tong1, a, Ning Jia1, Pengfei Luo1, Xunhai Sun1, Xinhui Yang1 and Mingli Yan1 1Institute of Foundation Engineering, China Academy of Building Research, Beijing, 100013 a tjxcabr@sina.com Keyword: Variable modulus foundation; frame-tube structure; base reaction; deformation characteristic; experimental study Abstract.
Description of model test The model tests were conducted at the laboratory of Institute of Foundation Engineering, China Academy of Building Research.
Chinese Journal of Geotechnical Engineering (2002), 24(2): p.131-136
China Civil Engineering Journal, (2006), 39(6): p.100-105

Preliminary study on standardization of the concrete thermal stress test Yingfei Wang1,a, Xuefeng Song1, Chao Li1, Zhaoquan Xu1 1 CCCC Fourth Harbor Engineering Institute Co.
Materials and experimental method Experimental materials The main raw materials were representative samples which used in mass concrete structure engineering construction, there are: China resources (Pingnan) cement P•II42.5, Zhengjiang Huayuan class I fly ash, Tangshan DunShi S95 slag, sand of Xijiang river, gravels from Xinhui, Jiangsu Subote water reducing agent JM-PCA.
In practical engineering, if the same concrete suffering attacks from different levels of cold wave, the concrete cracking sooner which the cooling is more rapidly.
Quantitative Evaluation of the Effectiveness of Expansive Concretes as a Countermeasure for Thermal Cracking and the Development of its Practical Application[D].Tokyo,Japan,Department of civil engineering of the university of Tokyo,2006,9

Analysis and Study of Back Eddy Flow Field Effecting Compact by Angle of Meeting Flow of Reef Kaimin Wang1,a*, Yihong Yang 2,b, Yong Chen3,d, Shuguang Luan1,c 1School of Marine and Civil Engineering, Dalian Ocean University, Dalian 116023, China 2 Shandong Association of Oceanic Engineering, Aquatic Design Institute,Jinan 250013, China; 3Center for Marine Ranching Engineering Science Research of Liaoning, Dalian Ocean University, Dalian 116023, China awkm@dlou.edu.cn, byangyihong-2008@163.com, cchenyonng@dlou.edu.cn , dshugluan@qq.com Key words: Artificial reef; meeting flow angle; back Eddy; Numerical Simulation Abstract: By changing artificial-reef’s meeting flow angle, Use the CFD imitate three-dimensional flow field under the compaction of constant flow, and analyze the effect of back eddy flow field quantitatively.
In short, the reef is fishery engineering facilities which suitable fish and other sea creatures to gather, habit [1].

Study of Constitution Relationship Model for Masonry under Aaxial Compression Wei Liua, Liping Tongb and Peng Xuc The civil engineering of college, Zhengzhou University, Zhengzhou 450001, China aliuwei@zzu.edu.cn, btongliping@zzu.edu.cn, cxupeng@zzu.edu.cn Keywords: masonry; constitution relationship; damage mechanics; probability and statistics; strain space Abstract: Based on the study of the unclear mechanical behavior and failure mechanism of masonry components in high axial compression after Wenchuan Earthquake, the thesis analysis the failure mechanism of masonry in compression in microscopic hierarchy process level with the damage mechanics and probability and statistics method.
Chinese Journal of Rock Mechanics and Engineering,1998,17(6): p.628-633 [3] Yang Wei-zhong.
Engineering Mechanics,2005,22(2): p.56-61
Nuclear Engineering and Design,1984: p.233-245.

Structures under Multi-hazards: State-of-the-Art and Research Needs Yongjun Liua, Yao Wub, Jinghai Zhouc, Yu Wangd School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China aliuyongjun1966@163.com, b386729145@qq.com, cjinghaiz@qq.com, dceywang@sjzu.edu.cn Keywords: multi-hazards; post-earthquake fires; progressive collapse; research need.
A team of researchers from the Department of Fire Protection Engineering at Worcester Polytechnic Institute (WPI) conducted groundbreaking tests on May 23-25 aimed at better understanding of the effects of earthquakes on building systems designed to suppress or prevent the spread of fires [3].
Assessment of post-earthquake fire performance of steel-frame buildings, in: Proceedings of the 14th World Conference on Earthquake Engineering Beijing, (2008)
Kabeyasawa, Performance of a six-story reinforced concrete structure in post-earthquake fire, in: Proceedings of 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Ontario, (2010)

A Statistical Method Based on The Image of The Ore Partical Size Distribution Nannan Zhao1,a, Juan Hu1,b and Lianjun Guo2,c 1College of Electronic and Information Engineering, Liaoning University of Science and Technology, Anshan, Liaoning 11404, China 2 College of Resources and Civil Engineering, Liaoning University of Science and Technology, Anshan, Liaoning 11404, China azhaonan9523@163.com, bazelea_11599@126.com, cglj0412@126.com Keywords: image segmentation; morphological reconstruction; mark extraction; watershed transformation Abstract: A statistical method of particle size distribution is researched in order to measure the mineral blasting effect.
References: [1] Lihua Luan , Lianjun Guo: Engineering Blasting.
Vol.28(2006), p. 485-489 ( In Chinese) [6] Zhongning Lu, Zhanxia Qiang: Computer Engineering and Design.(2009),p.2075 ( In Chinese) [7] Marages P, Vaehier C.