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Results:
1-8
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Results: 8
Authors:
TENACOLUNGA A
Citation: A. Tenacolunga, SEISMIC RESPONSE OF ASYMMETRIC SYSTEMS - ENERGY-BASED APPROACH - DISCUSSION, Journal of structural engineering, 124(11), 1998, pp. 1369-1370
Authors:
TENACOLUNGA A
Citation: A. Tenacolunga, STIFFNESS FORMULATION FOR NONPRISMATIC BEAM ELEMENTS - CLOSURE, Journal of structural engineering, 123(12), 1997, pp. 1694-1695
Authors:
TENACOLUNGA A
Citation: A. Tenacolunga, MATHEMATICAL-MODELING OF THE ADAS ENERGY-DISSIPATION DEVICE, Engineering structures, 19(10), 1997, pp. 811-821
Authors:
TENACOLUNGA A
VERGARA A
Citation: A. Tenacolunga et A. Vergara, COMPARATIVE-STUDY ON THE SEISMIC RETROFIT OF A MID-RISE STEEL BUILDING - STEEL BRACING VS ENERGY-DISSIPATION, Earthquake engineering & structural dynamics, 26(6), 1997, pp. 637-655
Authors:
TENACOLUNGA A
ABRAMS DP
Citation: A. Tenacolunga et Dp. Abrams, SEISMIC BEHAVIOR OF STRUCTURES WITH FLEXIBLE DIAPHRAGMS, Journal of structural engineering, 122(4), 1996, pp. 439-445
Authors:
TENACOLUNGA A
Citation: A. Tenacolunga, STIFFNESS FORMULATION FOR NONPRISMATIC BEAM ELEMENTS, Journal of structural engineering, 122(12), 1996, pp. 1484-1489
Authors:
TENACOLUNGA A
ABRAMS DP
Citation: A. Tenacolunga et Dp. Abrams, SIMPLIFIED 3-D DYNAMIC ANALYSIS OF STRUCTURES WITH FLEXIBLE DIAPHRAGMS, Earthquake engineering & structural dynamics, 24(2), 1995, pp. 221-232
Authors:
TENACOLUNGA A
Citation: A. Tenacolunga, CONCERNS REGARDING THE SEISMIC DESIGN OF REINFORCED-CONCRETE HAUNCHEDBEAMS, ACI structural journal, 91(3), 1994, pp. 287-293
Risultati:
1-8
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