| 000 | 01264nam a2200265 a 4500 | ||
|---|---|---|---|
| 001 | vtls000085916 | ||
| 003 | KUKTEM | ||
| 005 | 20251125095613.0 | ||
| 008 | 150417t2014 nyua f 001 0 eng d | ||
| 020 | _a9783319004877 (hbk.) | ||
| 039 | 9 |
_a201509021451 _baida _y201504171143 _zezzatul |
|
| 040 | _aUMP | ||
| 090 | _aTA683.2 .K68 2014 | ||
| 100 | 1 | _aKotsovos, Michael D. | |
| 245 | 1 | 0 |
_aCompressive force-path method : _bunified ultimate limit-state design of concrete structures / _cMichael D Kotsovos |
| 260 |
_aNew York : _bSpringer, _c2014 |
||
| 300 |
_axvi, 221 p. : _bill. ; _c24 cm. |
||
| 490 | 1 | _aEngineering Materials | |
| 504 | _aIncludes bibliographical references and index | ||
| 505 | 0 | _aReappraisal of concepts underlying reinforced concrete design -- The concept of the compressive-force path -- Modelling of simply-supported beams -- Design of simply supported beams -- Design for punching of flat slabs -- Design of skeletal structures with beam-like elements -- Earthquake-resistant design -- Design examples | |
| 650 | 0 |
_aReinforced concrete construction _xDesign and construction |
|
| 830 | 0 | _aEngineering Materials | |
| 999 |
_aVIRTUA40 _c72999 _d73005 |
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| 999 | _aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*4900*5040*5050*6500*8300*9992 | ||
| 942 | 0 | 0 | _02 |