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Marine Science & Technology Seminar.
Journal of Hazardous Materials, 244-245, 251-258 (2013)

Acknowledgements This work was financially supported by the National Natural Science Foundation of China (NSFC) (41140010).
Journal of Hazardous Materials Vol. 2-3 (2009), p. 670-673 [2] Hou Yu, Zhang Tianzhu, Zheng Pengkai, in: Recent advances in statistics application and related areas.

Project supported by the Natural Science Foundation of Jiangsu Higher Education Institutions, China (Grant No. 08KJD460007).
Journal of Materials Chemistry, 2008, vol.18, pp.306-312.

Because the weighed sound reduction index of the wall made by new building materials is lower than the wall made by loam bricks, specially in high residence.
References [1] Jan Ge, Xiumin Zhao, Jianren Shi: Journal of Zhejiang University.
Science press. 2004.Beijing [4] Huixin Tai: Huazhong Architecture.

In order to further understand the seismic behavior of connections to concrete-filled square steel tubular columns with three edges welded interior diaphragms[3], influence on seismic behavior of such connections from axial load ratio, variation of size and material properties is analyzed.
(a) (b) (c) Fig. 7 Hysteretic curves and skeleton curves with different material of steel beams and interior diaphragms a) Sample SC-6 (Q345) b) Sample SC-7(Q390) c) Skeleton curves Conclusions and suggestions Seismic behavior of connections with three edges welded interior diaphragms is slightly lower than that with four edges welded, but it is still compatible with seismic code and has good seismic performance.
Zhou: Journal of Building Structures.
Han: Concrete Filled Steel Tubular Structures from Theory to Practice(Science Press, Beijing 2007) , In Chinese [8] L.

The rubber sealing articles with low permanent deformation, wide using temperature range, good elasticity, anti-oxidation, and anti-aging were selected as the sealing materials for the operating room.
Beijing: Science Press, 2003, p. 273~274
Journal of Wuhan Educational College, 15 (06), 1996

The model is written using the APDL, and is fully parametric regarding all relevant dimensions and material properties.
The material property of the lower arm has been defined in the ANSYS10.0, which is made of 2A01 aluminum with a modulus of elastic of “7E10 Pa”; a Poisson’s ratio of “0.3”; a density of “2.7E3 kg/m3”.In this analysis, SOLID187 element is used to model the lower arm.
Acknowledgment This work was funded by Natural Science Foundation of China Grant (50765001), and Guangxi Key Lab of Mode Design and Advanced Manufacturing Technology (0900705S014).
Engage. (2007) [4] Weichen Xue , Sheng Liu, Design Optimization and Experimental Study on Beam String Structures, Journal of Constructional Steel Research (2009) [5] Y.

Introduction The Push-extend Multi-under-reamed Pile technology is a new type of reliable and practical technology, from the body structure and formation mechanism of the Push-extend Multi-under- reamed Pile can be understand, this type of pile by means of adding the Multi-under-reamed of bearing loads to improve pressure or pull force of the pile , with the high bearing capacity of single pile, the economic volume of material, convenient operation of construction, short construction period and widely applicable areas of many aspects, such as advantages.
In analysis the different calculation models will be established, a large number of simulation, formed the stress graphics under the different condition, as the basis material of theoretical analysis, and through the analysis and the arrangement, under the out loads ,qualitatively determine the failure principle of soil around the pile and under the plate of the Push-extend Multi-under-reamed Pile.
Acknowledgements This work was financially supported by National Natural Science Foundation of China (50878096) References [1] R.ZH.
Qian, CH.Y.Zou, X.SH.Yin: Journal of the Harbin Industrial University.

These fuel materials may be renewed and sustained [2].
Table 3 shows the error difference between the journal and the research project.
(J. of Biological Sciences) 10(2): (2011), p.103-108.

b XTP-11 XTP-12 a Fig.1, Location of study area and environmental problems status of rare earth mining (a-the sampling location of profile XTP-12 and its environmental situation; b- the sampling location of profile XTP-11 and its environmental situation) Materials and Methods We chose a typical ion-absorbed rare earth mine, stopped mining at 2002, at Zudong minging area in the west of our study area where we carried out field investigation and sampling.
He and S.A.Wang: Chinese Rare Earths Vol. 1(1989), p.39-44 [2]F.Liu: Metal Mine Vol. 5 (2013), p.135-138 [3]Y.Zhu and L.Zhou, Q.Li: Nonferrous Metal Vol.6 (2011), p.46-49 [4]Z.Gao and Q.Zhou: Chinese Journal of Ecology Vol. 30(2011), p.2915-2922 [5]Z.Luo and M.
Lo: Science Total Environment Vol.407 (2009),p.3407-3414 [9]B.Sun: Sci-Tech Information Development & Economy Vol.18(2008),p. 122-123,138 [10]J.Zhu: Beijing Geology Vo.l2(1995),p. 20-26