| 000 | 01164nam a2200265Ia 4500 | ||
|---|---|---|---|
| 001 | on1252557033 | ||
| 003 | OCoLC | ||
| 007 | ta | ||
| 008 | 210524s2020 xr a f 000 0 eng d | ||
| 020 | _a9788001067024 | ||
| 020 | _a8001067025 | ||
| 035 | _a(OCoLC)1252557033 | ||
| 040 |
_aTULIB _beng _cTULIB |
||
| 050 |
_aTA684 _b.C64 2020 |
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| 245 | 0 | 0 |
_aComponent-based finite element design of steel connections / _cFrantisek Wald ... [et al.]. |
| 260 |
_aIn Prague : _bCzech Technical University, _c[2020] |
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| 300 |
_a245 p. : _bcol. ill. |
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| 504 | _aIncludes bibliographical references. | ||
| 505 | 0 | _a1. Introduction -- 2. Connection design -- 3. Component-based finite element method -- 4. Welded connection -- 5. Bolted connection -- 6. Slender plate in compression -- 7. Hollow section joints -- 8. Column base -- 9. Column web panel in shear -- 10. Prediction of stiffness -- 11. Prediction of deformation capacity -- 12. Prequalified joints for seismic applications. | |
| 650 | 4 |
_aBuilding, Iron and steel _xJoints. |
|
| 650 | 4 | _aSteel, Structural. | |
| 650 | 4 | _aFinite element method. | |
| 700 | 1 |
_aWald, F. _q(Frantisek), _d1953- |
|
| 942 |
_2lcc _cBK |
||
| 999 |
_c3008 _d3008 |
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