Analysis of structures : an integration of classical and modern methods /

Detalles Bibliográficos
Autor principal: West, Harry H., 1936-
Formato: Libro
Lenguaje:English
Publicado: New York : John Wiley & Sons, [1980]
Materias:
LEADER 02130nam a2200277Ii 4500
001 BFMO50016349
003 SV-SsUSB
008 130925s1980 nyu a b 001 0 eng d
020 |a 0471020362 
020 |a 9780471020363 
040 |a Sistema Bibliotecario Universidad de El Salvador  |b spa  |c SV-SsUSB  |e rda 
082 0 4 |a 624.171  |b W5161a  |2 21 
100 1 |a West, Harry H.,  |d 1936-  |9 824 
245 1 0 |a Analysis of structures :  |b an integration of classical and modern methods /  |c Harry H. West. 
264 1 |a New York :  |b John Wiley & Sons,  |c [1980] 
264 4 |a ©1980 
300 |a xix, 689 páginas :  |b ilustraciones ;  |c 23 cm 
336 |a texto  |b txt  |2 rdacontent 
337 |a no mediado  |b n  |2 rdamedia 
338 |a volumen  |b nc  |2 rdacarrier 
504 |a Incluye referencias bibliográficas e índice. 
505 0 |a 1. Introduction -- 2. Fundamental concepts -- 3. External equilibrium of planar structures -- 4. Internal equilibrium of planar pin-connected structures -- 5. Internal equilibrium of beam and frame structures -- 6. Force-deformation relations for elastic members -- 7. Elastic deflections of pin-connected frameworks -- 8. Elastic deflections of beam and frame structures -- 9. Analysis for variable loading conditions -- 10. Nonplanar structures -- 11. Fundamentals of statically indeterminate analysis -- 12. Analysis of pin-connected frameworks by compatibility methods -- 13. Analysis of beam and frame structures by compatibility methods -- 14. Analysis of pin-connected framewoks by equilibrium methods -- 15. Analysis of beam and frame structures by equilibrium methods-direct solutions -- 16. Analysis of beam and frame structures by equilibrium methods-iterative solutions -- 17. Variable loading analysis for indeterminates structures -- 18. Flexibility method -- 19. Stiffnes method -- Answers to selected problems -- Index. 
650 7 |9 744  |a Análisis estructural (Ingeniería)  |2 embne 
942 |2 ddc  |c BK 
999 |c 17619  |d 17619 
952 |0 0  |1 0  |2 ddc  |4 0  |6 624_171000000000000_W5161A_198  |7 0  |8 CG  |9 24960  |a 50  |b 50  |c GN  |d 2014-05-15  |g 10.00  |i 50016349  |o 624.171 W5161a 1980  |p 50016349  |r 2019-05-13  |t c.1  |v 10.00  |w 2014-05-15  |y BK