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The DLV technique is capable of identifying scenarios of multiple damages in the structure via a truncated modal basis without a predetermined reference model.This methodology has also been adopted for damage localization of space trusses or plates by Gao et al. [5, 6] and Huynh et al. [7].
Duan et al [8] adopted the DLV method for damage analysis of multiple mass-spring systems and plane trusses.
The 1940 El Centro earthquake is considered as the input excitation with full or partial observation on the seismic acceleration responses of the floors.
The 1940 El Centro earthquake is considered as the input excitation with full or partial observation on the seismic acceleration responses of the floors.

Xu, et al.
El-Aty, Y.
Xi, et al.
Li, et al.
Wu, et al.

The transfer matrix method of multibody system (MS-TMM) was developed by Rui et al. in 2008 [3].
For example, Ding et al. studied the elastic and elastic-plastic responses of a new single-story frame-bent structure and three-layer frame structure during frequently and rarely occurring earthquakes respectively based on MS-TMM.
Fig.4 Structrue of water tower Fig. 5 The model of water tower in ANSYS To study the responses of a water tower structure during rarely occurring earthquakes, two natural earthquake waves (the El Centro earthquake wave and the Taft earthquake wave) and one artificial earthquake wave (the Nanjing earthquake wave) are chosen.
Fig.6 The displacement time history curves for the top of the structure during rarely occurring earthquakes(based on the MS-TMM) Fig.7 The displacement time history curves for the top of the structure during rarely occurring earthquakes(based on the ANSYS) As illustrated in Figures 6 and 7, based on the MS-TMM, the maximum elastic-plastic displacement on the top of the water tower structure under the activity of El Centro Wave, Taft Wave, and Nanjing Wave is 170.98mm at t= 9.16s, 191.11mm at t=4.40 s, and 211.98mm at t=8.40s, respectively.
Fig. 8 The shear force time history curves for the bottom of the structure during rarely occurring earthquakes(based on the MS-TMM) Fig. 9 The shear force time history curves for the bottom of the structure during rarely occurring earthquakes(based on the ANSYS) As illustrated in Figures 8 and 9, based on theMS-TMM, the maximum shear forces at the bottom of the structure under the activity of El Centro Wave, TaftWave, and Nanjing Wave are 103.46kN at t=6.38 s, 108.94 kN at t= 9.94s, and 121.57kN at t=9.58s, respectively.

Hussain et al
El-Habib, K.
El Kissani, A.
El Haj, A.
El-Habib, A.

For the purpose of overcoming this problem of CS, Wang et al. [12] proposed an improved algorithm by using chaotic sequences.
El-Hawary, J.
[5] El Ela, A.
A. & El-sehiemy, R.
Abou El Elaa, M.A.

On the other hand, the steel tube is restrained from local buckling due to being stiffened by the concrete core (Hu et al., 2003).
Recent analytical studies show that the non-linear FEA using the ABAQUS program (Hibbitt et al., 2003) was a better choice (Alostaz and Schneider, 1996; Schneider, 1998; Hu et al., 2003; Kang et al., 2001; Liu and Han, 2005) [1, 2, 4-6].
Han et al. (2007a) developed a non-linear FEA model to analyze the load versus deformation relation of steel beam to CFT column connections.
The thermal conductivities, specific heats, and densities of steel and concrete can be determined according to Han et al. (2003).
Oller, et al.: Int.

Influence of process parameter (output voltage, output capacitance, discharge frequency, specific deposition time at el) on the coating thickness was studied.
Surface & Coating Technology Vol. 201 (2006), p. 3564 [5] E.I.Zamulaeva, E.A.Levashov, A.E.Kudryashov, et al.
Surface & Coating Technology Vol. 202 (2008), p. 3715 [6] D.Y.Liu, W.Gao,Z.W.Li, et al.

Gllavata et al. [4] proposed a method to localize and extract text from color images automatically.
A focus of attention based system for text region localization has been proposed by Liu at el [2, 3].
Result of the proposed and existing method Images Total words Methods Detected Words False positive Captcha Images 82 Proposed Method 82 4 Liu et al. [2] 82 3 Gllavata et al. [3] 80 2 Indoor Images 353 Proposed Method 338 28 Liu et al.[2] 298 65 Gllavata et al. [3] 341 45 Outdoor Images 584 Proposed Method 565 100 Liu et al. [2] 542 221 Gllavata et al. [3] 530 122 Video Images 1213 Proposed Method 1142 165 Liu et al. [2] 1003 340 Gllavata et al. [3] 1023 204 Book Cover Images 722 Proposed Method 714 110 Liu et al. [2] 594 126 Gllavata et al. [3] 534 73 (a) (b) (c ) (d) Figure 7.
Comparison proposed and other existing method Methods No of Images Image Types Recall Rate % Precision Rate % Proposed method 35 Five Types 96.20 87.54 Kim et al. [14] - Outdoor scene 82.8 63.7 Wolf et al.[15] 60 Text captions 93.5 - Gao et al.[16] - Outdoor scene 93.3 - Agnihotri et al.[10] 293 Text captions 85.3 85.8 The performance of the proposed method are compared with several other existing method in table 3, according to which the proposed method has a far better performance in precision and recall rate parameters.
References [1] Rasha BinSultan Al-Eidan, Lamya Al Braheem and Ali El-Zaart,” Line Detection Based On The Basic Masks And Image Rotation,” 2nd International Conference on Computer Engineering and Technology (ICCET), pp.

The electromagnetic force, which affects unit volume of inclusion particles in the Al melt, is as below.
Therefore, this process was very good for eliminating inclusion in molten Al melt.
Crepeau et. al. : 3rd Inter.
[4] Loic Marechal et. al. : Light metals of The Minerals, Metals & Materials Society (1993), p. 907
[7] Nagy El-Kaddah : JOM Vol. 5 (1995), p. 46

On the other hand, the organic matter in the sludge is nearly 68.7% on average [1,3], the nitrogen, phosphorus and potassium contents is more 5.18%, 4.1%,and 0.37% of the dried sludge on average, much higher than that of the cattle manure and others,et al.
For the Calcium and magnesium contents of the sludge itself, the test results from Xie Shao-zhen at el[3]to sludge mud of the first sewage treatment plant in Chaozhou City of Guangdong province, show that the exchangeable Ca is between 2891.3 ~ 4199.6mg/kg , Mg 6352.4mg/kg ~ 8255.59g/kg.
In this paper, the data of calcium and magnesium determination on the sewage sludge in Maoming is for Ca 2656.0 ~ 2850.6 mg / kg and Mg 4173.5 ~ 4398.9mg/kg, is significantly lower than the results of Xie Shao-zhen at el.
Beijing: Chemical Industry Press, 2003, V: 74 [6] Zhang Min, Deng Yu, Zhang Hui, et al.