000 | 01074nam a22002537a 4500 | ||
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005 | 20200827171331.0 | ||
008 | 200630b xxu||||| |||| 00| 0 eng d | ||
040 | _cIIT Kanpur | ||
041 | _aeng | ||
082 | _a624.1762 | ||
245 |
_aNonlinear analysis of steel frames with semi-rigid connections using the capacity spectrum method _cG. G. Deierlein... [et al.] |
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260 |
_aBuffalo, New York _bNational Center for Earthquake Engineering Research, State University of New York at Buffalo _c1991 |
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300 | _avarious pagings | ||
440 | _aNational Center for Earthquake Engineering Research [NCEER] | ||
490 | _aTechnical Report NCEER-91-0008, July 2, 1991 | ||
500 | _aThis research was conducted at Cornell University and was partially supported by the National Science Foundation under Grant No. ECE 86-07591 NCEER Project Numbers 88-1005A, 89-1201A and 90-1201A | ||
650 | _aNon-proportionally | ||
650 | _aTechnical Report | ||
700 | _aDeierlein, G. G. | ||
700 | _aHsieh, S-H. | ||
700 | _aShen, Y-J. | ||
700 | _aAbel, J. F. | ||
942 | _cBK | ||
999 |
_c562978 _d562978 |