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| LEADER |
00000cam a220000022 4500 |
| 001 |
ocm00061528 |
| 003 |
OCoLC |
| 005 |
20141204195443.0 |
| 008 |
050815s1970 njua b 001 0 eng |
| 010 |
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|a 77085801
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| 035 |
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|a (Sirsi) i9780132615525
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| 040 |
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|a DLC
|c DLC
|d UV#
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| 015 |
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|a GB70-14532
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| 020 |
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|a 0132615525
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| 050 |
0 |
0 |
|a TA645
|b H743
|
| 082 |
0 |
0 |
|a 624/.17
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| 100 |
1 |
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|a Hsieh, Yuan-yu,
|d 1922-
|
| 245 |
1 |
0 |
|a Elementary theory of structures.
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| 260 |
|
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|a Englewood Cliffs, N.J.,
|b Prentice-Hall
|c [1970]
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| 300 |
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|a xiv, 432 p.
|b il.
|c 24 cm.
|
| 490 |
0 |
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|a Prentice-Hall series in dynamics
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| 504 |
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|a Bibliografía: p. 419-420.
|
| 505 |
0 |
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|a Introduction -- Stability and determinacy of structures -- Statically determinate beams -- Statically determinate trusses -- Statically determinate rigid frames and composite structures -- Influence lines for statically determinate structures -- Moving concentrated loads: criteria for maxima -- Elastic deformations of structures -- Analysis of statically indeterminate structures by the method of consistent deformations -- Analysis of statically indeterminate structures by the method of least work -- Influence lines for statically indeterminate structures -- Analysis of statically indeterminate beams and rigid frames by the slope-deflection method -- An introduction to moment distribution: moment distribution without joint translation -- Moment distribution with joint translations -- Analysis of statically indeterminate beams and rigid frames composed of nonprismatic members -- Matrix algebra for structural engineers -- Matrix analysis of structures by the finite element method Part 1: The force method -- Matrix analysis of structures by the finite element method Part II: The displacement method.
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| 650 |
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0 |
|a Análisis estructural (Ingeniería).
|
| 901 |
|
|
|a Z0
|b UV#
|
| 596 |
|
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|a 42
|
| 942 |
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|c LIBRO
|
| 999 |
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|c 183354
|d 183354
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