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<table border="0" cellpadding="3" cellspacing="1" width="100%" class="forumline"> <tr> <th class="thCornerL" width="22%" height="26">Autor</th> <th class="thCornerR">Wiadomość</th> </tr> <tr> <td width="22%" align="left" valign="top" class="row1"><span class="name"><a name=""></a><b>defgf24uw</b></span></td> <td class="row1" height="28" valign="top"><table width="100%" border="0" cellspacing="0" cellpadding="0"> <tr> <td width="100%"><img src="http://picsrv.fora.pl/subSilver/images/icon_minipost.gif" width="12" height="9" alt="Post" title="Post" border="0" /><span class="postdetails">Wysłany: Sob 6:55, 04 Gru 2010<span class="gen"> </span> Temat postu: ugg boots guenstig Multi-layer and the vibration c</span></td> </tr> <tr> <td colspan="2"><hr /></td> </tr> <tr> <td colspan="2"><span class="postbody">Multi-storey and high-level framework for calculation of vibration characteristics <br /> <br /> <br />Vibration characteristics as the following equation written in the form of [u] [x] = [x] above linear equations can be obtained using iterative methods, and, x], Li is the largest they must value and the corresponding [x], when demand after the first mode, such as our problem is to find hug and O [) a similar matrix,<a href="http://www.ugg-bootsguenstig.org" target="_blank" class="postlink">ugg boots guenstig</a>, tentatively called 0],<a href="http://www.pumaschuhes.org" target="_blank" class="postlink">puma schuhe</a>, and [] shall meet the following properties of I. [U] Cx3 ~ XCx3 still hold 2. On the type of the value obtained by iterative method, and [x] is the corresponding value of a good second camera modes. Strike by matrix iteration in the basic vibration mode and (x] have the following forms of proof of the formula; 000 ... 0 ... interesting set s: 1,<a href="http://www.monclerprezzi.org" target="_blank" class="postlink">Moncler prezzi</a>, [x] The anti-matrix is [x]: CB3 following equation exists The. i00 ... o1 (]. a. ∽ ... '....' I00o ...! [B] is fully extended in the future is a square matrix can also be written as 1 × n of a single array [B] a formula (1 [B1] CB:] t [B] (2) at stage 1 off alone 『....\]] formula (1) the right side of the 033 as a square, was started 00 ... 01fBnB, 2 ... 13,] {00 ... 0lJBnB \B03]] ... llX, CB] lJ a] J the formula (3) and formula (4) have a contrast (3) (4) CB, 3 [u] a LOB, 3 ・ (5) r; 1,2 , 3, ... ... n they are appropriate for any line to meet the vibration characteristics of linear equations,<a href="http://www.monclers-outlet.net" target="_blank" class="postlink">moncler outlet</a>, so [u]] I] (6) [M] before by formula (6) to take both sides of the application of reverse transfer matrix theorem of Well may [x] [M] (u] A] (M] (7) the formula (5) and formula (7) comparison, we can see CB, 3, and] [M] is equal to or at most by a constant difference number of the CB] a aCx] (M] - (<img src="http://picsrv.fora.pl/images/smiles/icon_cool.gif" alt="Cool" border="0" /> formula (<img src="http://picsrv.fora.pl/images/smiles/icon_cool.gif" alt="Cool" border="0" /> a is an arbitrary constant, to facilitate desirable for the operation of a 1 or a CB, 3 a f.x] [M] (9) Equation (9) The expansion is; [B] [xi, xl, ...,] m100 ... 00. m: 0 ... 0L0 = [mlxj + m2x; + ... + mx:] 'by [B] is [x] of the anti-matrix, Therefore,<a href="http://www.oakleysunglassess.org" target="_blank" class="postlink">oakley sunglasses</a>, '[B]] a [I] 一 00 ... m100 ... 01010 ... 0l0b0 ... 1J to 033 by single matrix [x] was launched by a single row matrix (10) (11) electrical plant design [B) [x] = ( B1] (] I [B) COx) [x) ... [x) ... [x]) [B1] [x】] [B,) [x) ... [B) [x] ... CB]]] [B <img src="http://picsrv.fora.pl/images/smiles/icon_smile.gif" alt="Smile" border="0" /> [x] [] [x] ... [B] [x) ... (). 【') I} ... ... ... ● ... ... ● ● lc] [x] c] cxt) ... c) [xr] ... c) [] l'. ) F ... ... ... ... ... ... lCB, JCx] C) [x) ... C] [f] ... [BI] (x) J formula fl1) and (12) illustrates the effect - (12) on the right side of the main matrix l corner the rest of the line element are zero. Ie f iv, the formula (<img src="http://picsrv.fora.pl/images/smiles/icon_cool.gif" alt="Cool" border="0" /> or (9) into equation (13) can be seen that formula (13) is also in the main vibration plastic body of the relations from equation (13) shows that [B1) [x) = 1 (14 ) [B1] [x. ] = CB,] [x. ) = ... A [B,] [x] = 0 (15) from equation (9) we can see [B1] = [x] (M) a Cmlm2x; ... mx] the above equation into (15) where too m, x ~ x1 + m2xlx2 + ... + mx. = O (16) mlxlxj = a (m2x; x. + ... mxx) Let xi = 1 offspring into the linear equations (17) ml811x1 + m2812 + ... ... + m. I. = x】] m1 ~ xl + m2 total station + ... ... + mnIxt-tI. (17) ... ... ...'''lml1x Ring】 + m 2 + ... ... + m. 8nx = J and the iteration matrix can be calculated by the second vibration mode, xi, xi, x ・ x:. Using formula (15) can be calculated orthogonality relations and other higher modes corresponding [x] value. References 1. F Introduction to Earthquake Engineering Earthquake Engineering Introduction 'Writing Group, 1977z. Structural Mechanics Editor 19,613 barrier Po grapefruit. Free vibration of multi-storey buildings close to the calculation of Wang Guang Qi Hall Institute of Architectural Engineering in 1963, the first vessel 4. 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