| 000 | 02090cam a2200361 i 4500 | ||
|---|---|---|---|
| 999 |
_c7319 _d7319 |
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| 001 | 617637762 | ||
| 005 | 20210922102834.0 | ||
| 007 | cr mnu | ||
| 008 | 110701s2012 fluabf b 001 0 eng | ||
| 010 | _a2011022828 | ||
| 020 | _a9781439850893 (alk. paper) | ||
| 020 | _a1439850895 (alk. paper) | ||
| 040 |
_aEG-NcFUE _cEG-NcFUE _dEG-NcFUE _erda _beng |
||
| 050 | 0 | 0 |
_aTH845 _b.T334 2012 |
| 082 | 0 | 0 |
_a690.383 _223 _bT.B.S |
| 100 | 1 | _aTaranath, Bungale S. | |
| 245 | 1 | 0 |
_aStructural analysis and design of tall buildings : _bsteel and composite construction / _cBungale S. Taranath. |
| 264 | 1 |
_aBoca Raton, FL. : _bCRC Press, _c[2012] |
|
| 264 | 4 | _c©2012 | |
| 300 |
_aliii, 635 pages, [32] pages of plates : _billustrations (some color), maps ; _c26 cm. |
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| 336 |
_2rdacontent _atext _btxt |
||
| 337 |
_2rdamedia _aunmediated _bn |
||
| 338 |
_2rdacarrier _avolume _bnc |
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| 504 | _aIncludes bibliographical references and index. | ||
| 505 | 0 | _aCh. 1. Lateral load resisting systems for steel buildings -- ch. 2. Lateral load-resisting systems for composite buildings -- ch. 3. Gravity systems for steel buildings -- ch. 4. Gravity systems for composite buildings -- 5. Wind loads -- ch. 6. Seismic design -- ch. 7. Seismic provisions for structural steel buildings, ANSI/AISC 341-10 -- ch. 8. Seismic rehabilitation of existing steel buildings -- ch. 9. Special topics -- ch. 10. Connection details. | |
| 520 | _aAs software skills rise to the forefront of design concerns, the art of structural conceptualization is often minimized. Structural engineering, however, requires the marriage of artistic and intuitive designs with mathematical accuracy and detail. Computer analysis works to solidify and extend the creative idea or concept that might have started out as a sketch on the back of an envelope | ||
| 650 | 0 |
_aTall buildings _xDesign and construction. |
|
| 650 | 0 | _aStructural analysis (Engineering) | |
| 856 |
_3Abstract _uhttp://repository.fue.edu.eg/xmlui/handle/123456789/4375 |
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| 942 |
_cBK _2ddc |
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