000 | 00930nam a2200241 a 4500 | ||
---|---|---|---|
001 | 00369632 | ||
003 | PWmBRO | ||
005 | 20240602100548.0 | ||
008 | 831021m19829999njua a o0011 eng l | ||
020 | _a0132230658 | ||
082 | 0 | 0 |
_a693.8 _b52 |
100 | 1 | 0 | _aEnglekirk, Robert E. |
245 | 1 | 0 |
_aEarthquake design of concrete masonry buildings / _cRobert E. Englekirk, Gary C. Hart, and the Concrete Masonry Association of California and Nevada. |
260 | 0 | 0 |
_aEnglewood Cliffs, NJ : _bPrentice-Hall, _cc1982- |
300 | 0 | 0 |
_av. <1- > : _bill. ; _c24 cm. |
505 | 0 | 0 | _aContents: v. 1. Response spectra analysis and general earthquake modeling considerations. V. 2. Strength design ofone- to four- story buildings |
650 | 0 | 0 | _aConcrete construction. |
650 | 0 | 0 | _aMasonry. |
650 | 0 | 0 |
_aBuildings _xEarthquake effects. |
700 | 1 | 0 | _aHart, Gary C. |
710 | 2 | 0 | _aConcrete Masonry Association of California and Nevada. |
942 | _2ddc | ||
999 |
_c27741 _d27741 |