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Online since: December 2005
Authors: Refat Ahmed Elshikhy
Theocaris, et al , Engng.
El-Sheikhy, Ph.
Online since: November 2005
Authors: Kyung Su Kim, Seung Bok Choi
Recently, in order to explicitly demonstrate this, a flow mode test device which is very similar to an ER damper proposed by Kamath et al. [6] was devised, and the field-dependent yield shear stress was evaluated and compared between two modes under various temperatures and shear rates [11].
El Wahed, J.L.
Online since: October 2011
Authors: Zhi Li Chen, Li An Hou, Zhen Jie Ren, Wen Biao Wang, Chun Long Zhuang
[6] Zheng Hongfei, Yang Yinjun, Chen Ziqian at el.
[9] Chen Zhili, He Qiang, Jiao Baoshan, et.al.
Online since: November 2010
Authors: Yuan Ming Huang, Qing Lan Ma
After a long time of intendance, bent-core LCs attracted intense attention when Niori et al reported ferroelectric properties in this kind of materials [3-5].
Element analysis was carried out using a Vario EL III (Germany).
Online since: September 2011
Authors: Yun Xu, Zhong Yang, Bing Zhao, Xu Jun Chen
El-centro wave(1940),Taft wave(1952) and Ninghe wave(1976), were respectively used to simulate earthquake excitations for calculating the structural elastoplastic responses.
Comput struct 1999(169):1-18 [5] Zhu K,Al-Bermani FGA, Kitipornchai S.
Online since: May 2004
Authors: M.B. Plavšić, Iva Pajić-Lijaković, B. Bugarski, B. Čubrić, R.S. Popović, M. Cvetković, N.L. Lazić
The total elastic free energy A of the network is obtained by summing elastic free energy of � chains in the network of volume V at temperature T is ( ) ( )022 1 * 2/3, �� += =rkTr TVAA i v i el (2) The elastic force for deformation L is then given by: Usual approximation in most theoretical models describing behavior of elastomer materials is the Gauss form of conformational distribution function.
Bauer, at al., Rubb.
Online since: October 2013
Authors: Dong Pyo Hong, Hyung Gon Shin, Seung Hyeon Yoo, Seon Woo Park
.%) Material Al V C Fe O N TOE specimen 6.13 3.90 .003 .14 .118 .006 <.30 Table 2 Mechanical properties of Ti-6Al-4VELI Material UTS (psi) YS0.2% (psi) Hardness (HRC) EL (%) Ti-6Al-4V alloy 134000 123000 31 17 Fig. 1 Insert tips (b) K10 (c) TT1300 (a) CNMG3210 Experiment method.
Online since: December 2014
Authors: Jian Xin Liu, Pei Li
Table 1 Earthquake Wave Records EQ Name Component Time Magni- tude PGA(gal) Duration (s) Site Type 1 Loma Prieta EW 1989 6.9 359.6 23.6 I 2 Taft S69E 1952 7.4 175.9 54.38 II, III 3 El Centro SN 1940 7.1 311.6 31.16 II, III 4 Chi-Chi(TCU115) EW 1999 7.6 93.7 89.99 IV The dynamic response of the BCR-RCF structure changes as shown in figure 4, from which we can see that the dynamic response of the structure is maximum under the Chi-Chi(TCU115) wave action , while the dynamic response of the structure is minimum under the Loma Prieta wave action .
[4] Nielsen G M, Almufti I, Mahin S A, et al.
Online since: July 2020
Authors: Roslan Abd-Shukor, Wei Kong, Cin Kong, Ing Kong, Christopher Jacob, Eng Hwa Yap
El Ali, C.
Al-Harthi, Effect of fluorine on the critical current density of thallium based high Tc superconductors, J.
Online since: October 2014
Authors: Leon de Beer, Marietjie J. Ungerer, Henning M. Krieg, Derik J. van der Westhuizen
References [1] El Hussaini, O.M. and N.M.
[7] Werning, J., et al., Separation of Tantalum and Niobium by Liquid-Liquid Extraction.
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