Criteria for suppression of deformation concentration of building frames under severe earthquakes

Engineering Structures

Volumn 20, Issue 4-6, 1998, Pages 372-383

  Uetani, K ^a   Tagawa, H ^a  

^a KYOTO UNIVERSITY   (Japan)

Author keywords

Bow shaped deflection mode; Earthquake resistant design; Suppression of deformation concentration; Symmetry limit; Tall buildings

Indexed keywords

DEFLECTION (STRUCTURES); DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; EARTHQUAKES; STRUCTURAL DESIGN; TALL BUILDINGS;

BOW SHAPED DEFLECTION MODE; DEFORMATION CONCENTRATION; SYMMETRY LIMIT THEORY;

STRUCTURAL FRAMES;

BUILDINGS; DEFORMATION; EARTHQUAKE DAMAGE; SEISMIC DESIGN;

EID: 0032055082     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(97)00021-7     Document Type: Article

References (15)

1. Uetani, K. 'Symmetry limit theory and steady-state limit theory for elastic-plastic beam-columns subjected to repeated alternating bending', Thesis of Dr Engng, Kyoto University, 1984
2. Uetani, K. and Tsuneyoshi, N. 'Symmetry limit theory for cantilever beam-columns subjected to cyclic reversed bending', J. Mech. Phys. Solids 1983, 31, 449-484
3. Uetani, K. 'Uniqueness criterion for incremental variation of steady state and symmetry limit', J. Mech. Phys. Solids 1989, 37, 495-514
4. Uetani, K. 'Cyclic plastic collapse of steel planar frames', Stability and ductility of steel structures under cyclic loading, Fukumoto, Y. and Lee, G. (eds), CRC Press, Florida, 1992, pp. 261-271
5. Tanabashi, R., Nakamura, T. and Ishida, S. 'Gravity effect on the catastrophic dynamic response of strain-hardening multi-story frames', in Proc. 5th World Conf. Earthq. Engng Vol. 2, 1974, pp. 2140-2151
6. Murty Challa, V. R. and Hall, J. F. 'Earthquake collapse analysis of steel frames', Earthq. Engng Struct. Dyn. 1994, 23, 1199-1218
7. Ger, J., Cheng, F. Y. and Lu, L. 'Collapse behavior of Pino Suarez building during 1985 Mexico City earthquake', J. Struct. Engng ASCE 1993, 119 (3), 852-870
8. Tjondro, J. A., Moss, P. J. and Carr, A. J. 'Seismic P-δ effects in medium height moment resisting steel frames', Engng Struct. 1992, 14(2), 75-90
9. Uetani, K., Tokai, K., Morisako, K. and Ishida, S. 'Dynamic collapse of weak-beam planar frames subjected to cyclie ground motion', J. Struct. Construct. Engng (Trans. Architect. Ins. Jpn), 1995, 474, 87-95
10. Ishida, S. and Morisako, K. 'Application of incremental perturbation method to one-dimensional combined materially and geometrically nonlinear finite element method (FERT-P)', J. Struct. Construct. Engng (Trans. Architect. Inst. Jpn), 1989, 397, 73-82
11. Uetani, K. and Tagawa, H. 'Deformation concentration phenomena in seismic response of multistory frames', in Proc. 11th World Conf. Earthq. Engng 1996, paper no. 567
12. Uetani, K. and Tagawa, H. 'Effects of strain softening on dynamic collapse behavior of multistory frames', Proc. Plasticity, 1995, 479-482
13. Uetani, K. and Tagawa, H. 'Dynamic collapse behavior analysis of multistory multibay planar frames', in Proc. 3rd World Congr. Comput. Mech. Vol. 1, 1994, 147-148
14. Uetani, K. and Tagawa, H. 'Elastic-plastic bifurcation behavior of multi-story planar frames under repeated top horizontal displacement', J. Struct. Engng AIJ 1995, 41B, 631-636
15. Uetani, K. and Tagawa, H. 'Bifurcation behavior analysis of multistory planar frame models subjected to one-way top horizontal displacement', J. Struct. Construct. Engng (Trans. Architect. Inst. Jpn) 1993, 453, 101-110