| 000 | 01213nam a2200253zi 4500 | ||
|---|---|---|---|
| 005 | 20220228104943.0 | ||
| 008 | 970106s1994 000 0 eng | ||
| 020 | _a0784400601 | ||
| 035 | _aMX001000696316 | ||
| 050 |
_aTA683.5W34 _bS75 |
||
| 245 | 0 | 0 |
_aStiffness of low rise reinforced concrete shear walls / _cprepared by the Working Group on Stiffness of Concrete Shear Wall Structures of the Nuclear Structures Committee of the Dynamic Effects Committee of the Structural Division of the American Society of Civil Engineers |
| 264 | 1 |
_aNew York : _bAmerican Society of Civil Engineers, _cc1994 |
|
| 300 | _a[167 páginas | ||
| 650 | _aFlexibilidad | ||
| 650 | _aEsfuerzo cortante | ||
| 650 |
_aMuros de concreto _xPruebas |
||
| 710 |
_aAmerican Society of Civil Engineers. _bCommittee on Nuclear Structures and Materials |
||
| 710 |
_aAmerican Society of Civil Engineers. _bEffects Committee. _bDynamic Analysis of Nuclear Structures Committee |
||
| 710 |
_aAmerican Society of Civil Engineers. _bWorking Group on Stiffness of Concrete Shear Wall Structures |
||
| 336 |
_atexto _2rdacontent |
||
| 337 |
_asin medio _2rdamedia |
||
| 338 |
_avolumen _2rdacarrier |
||
| 999 |
_c24288 _d24288 |
||