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Perl is available from several different sources. You can download a copy for most platforms from CPAN (www.cpan.org). Most Linux distributions include a packaged version of Perl in their distribution, as well. Like the other two programs, AWStats supports multiple languages (36), can be con gured to read almost any log le format, and is open source, with full source code available. AWStats runs either from the command line or from administrative pages as a CGI program. Unlike the other two analyzers just described, it is preferable to run

P1: JYS WY022-13

3 Releasing and restraining bends. In zones where strike-slip faults are continuous, the strike of the faults may locally depart from a simple

26: Adding Video to Your Web Page . . . . . . . . . . . . . . . . . . . . . . . . 895

web page more interactive and dynamic. It is supported by most commonly used browsers including Microsoft's Internet Explorer and Netscape's Navigator. Unlike the server-side programs, a JavaScript code is included in an HTML document and executed on the client side. In this section, we will give an overview of JavaScript by using some examples. For the detailed documentation and the latest developments of JavaScript, please refer to Netscape's site on JavaScript

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(minus because I3 flows against the arrow of E2). Answer: I1 I2 I3 1 [(R2 D 1 [R E D 3 1 1 [R E D 2 1 R3)E1 (R3 R1E2] R3 E2] R1)E2]

1 2 4 8

function space ll (text, spaces)

When we restore the bands to their previous configuration, we simply use the saved information to fill in the array of REBARBANDINFO structures. Here are the places where the restored initialization info is used in CreateDataBands(). First, all the bands get their style and width from the saved data:

1. In the Edit Font List dialog box, select the font series that you want to move. 2. If you want to move the series higher up the list, click the up arrow button at the top right of the Font List. If you want to move the series lower down the list, click the down arrow button.

Recognising that most construction elements are built up from several series layers of material (Fig. 1.12), arriving at a lumped equivalent element for a multiple layer construction element requires the inner and outer material resistances to be weighted in some way with respect to the overall element thermal resistance. Laret (1980) proposed the following for the calculation of the inner and outer material thermal resistances: ri = arm and: ro = (1 - a)rm in which a is an accessibility factor given by: a =1where:

w1/2 ( t w1/2 2

xn 0.2 0.4 0.6 0.8 1.0 yn 1.019137566 1.066471079 1.113634713 1.119282901 1.036951866 Error y(xn) yn Error in Prob. 15 0.74 10 7 0.328 10 6 0.904 10 6 0.2277 10 5 0.6142 10 5

Studies of the East Paci c Rise have shown that it is segmented along its strike by nontransform ridge axis discontinuities such as propagating rifts (Section 6.11) and overlapping spreading centers (OSC), which occur at local depth maxima, and by smooth variations in the

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