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Cremophor EL and Cremophor RH 40 were supplied by BASF, Germany.
Among the surfactants, Cremophor EL showed the highest solubility for resveratrol.
[5] Macarulla MT, Alberdi G, Gomez S, Tueros I, Bald C, Rodriguez VM, et al.
[7] Balakrishnan P, Lee BJ, Oh DH, Kim JO, Hong MJ, Jee JP, et al.
[17] Wei Y, Ye X, Shang X, Peng X, Bao Q, Liu M, et al.

Technology, 39000 El Oued, Algeria 2University of Biskra, Fac.
Science and Technology, 7000 Biskra, Algeria 3University of El Oued, LEVRES Laboratory, Faculty of Technology, 39000 El Oued, Algeria.
A solar dryer system is provided by Yuan et al. [7] for carpet drying at large-scale industry.
Murali et al. [9] assessed the design and performance of solar hybrid dryers for shrimps drying.
Solar fuel energy was exploited by Moghaddam et al. [12] for drying lemon verbena in a continuous flow dryer.

Cherkaoui El Moursli3,c , T.
El Khoukhi4,d, B.
The basis set of P is optimized in the atomic state and is valid for ionic systems as indicated by Saunders et al. [7].
References [1] Berrada, M., Choukri, A., El Khoukhi, T., 1989.
Catti et al., J.

El-Sherbiny1,a, Mohamed K.
El-Fawkhry2,b, Ahmed Y.
El-Hossany1,e, A.
Etienne Girault et al(3). found that unlike Al, Si has the ability to strengthening the ferrite matrix.
[7] El-Sherbiny, A., Shash, A.Y., El-Fawkhry, M.K., El-Hossany, T. and Mattar, T.: Mater.

Results and discussion Fig.1 is the EL spectrals of the devices at 11V.
[2]Yu J S, Chen Z J, Sone M et al.
[3]Yu J S, Li W Z, Jiang Y D et al.
[4]Bhansali U S，Jia H P，Lopez M A Q，et al.
Okuyama,et al.

Comparing the frequency and vibration mode before and after isolation under El-Centro wave, It concluded the leader rubber pad have seismic isolation effect for multi-storey reinforced concrete frame structure .
Introduction This paper using the ANSYS software, had modal analysis of its earthquake response the lead core type laminated rubber bearing isolation device as the foundation of multistory reinforced concrete frame structure by modal analysis, Comparing the frequency and vibration mode before and after isolation under El-Centro wave.
Using Block Lanezos method in software ANSYS for modal analysis of seismic isolation reinforced concrete frame structure(Liu et al.2002).
The paper use American California Elson Trow EL-Centro wave in 1940 (north and south,1940.5.18.
The cycle, frequency comparison table of multi-storey reinforced concrete frame structure in EL-Centro seismic wave before and after isolated vibration type non isolated structure Vibration isolation structure Cycle (s) frequency (l/s) Cycle (s) frequency (l/s) 1 0.1532 6.527 1.5237 0.6563 2 0.1246 8.025 1.3568 0.7371 3 0.1239 8.071 0.3548 2.8185 Figure 2 The vibration type comparison chart Of multi-storey reinforced concrete frame structure before and after isolated Reference [1] Liu,t.

The structure of device is ITO/ NPB(30 nm)/ DPVBi(15 nm)/ TPBi (x nm，x=0, 6)/ Alq(30 nm)/ LiF(1 nm)/ Al(200 nm) .
ITO LiF/Al 5.8 3.0 3.0 5.8 5.4 2.4 NPB DPVBi TPBi 3.0 Alq Alq (30 nm ) LiF/Al TPBi (x nm) DPVBi (15 nm) NPB (30 nm) Fig.1.
Normalized EL intensity of the different devices A-B at different voltage Fig.5.
Fig.4 shows the EL spectra of devices A–B at different applied voltages.
The devices were made of ITO/ NPB(30 nm)/ DPVBi(15 nm)/ TPBi (6 nm)/ Alq(30 nm)/ LiF(1 nm)/ Al(200 nm) .

[4] Gupta G, Kirakodu S, El-Ghannam A.
[5] Zuk PA, Zhu M, Mizuno H, et al.
[8] El-Ghannam A.
[11] Sunay O, Can G, Cakir Z, et al.
[13] Cui L, Liu B, Liu G, et al.

El Fatni, S.
El Fatni, A.
Al-Ashwal, A.S.
El Fatni, A.
Al-Surf, M.

The dynamic tests were performed both by the impact hammer test and the shaking table test of an El-centro N-S seismic wave.
As of researches in Korea, Min et al.[1] performed dynamic structural analysis for traditional Hanok, and Han et al.[2] studied failure mode of wooden connection and their load-carrying mechanism.
In abroad, Kang et al.[5] evaluated stiffness of Chinese traditional wooden structure to the location of mortise and tenon joint, Lindt et al.[6] performed shaking table test on a full-scale six story light frame wooden building, and Fang et al.[7] analyzed load-displacement relationship of an ancient Chinese timber structure by full-scale shaking table test.
As an input wave of the shaking table test, El-centro N-S seismic wave was used.
Dynamic experiments were performed both by the impact hammer test and the shaking table test with an El-centro N-S seismic wave.