Comparative study of the earthquake and wind dynamic responses of base-isolated buildings

Journal of Wind Engineering and Industrial Aerodynamics

Volumn 74-76, Issue , 1998, Pages 751-764

  Vulcano, Alfonso ^a  

^a NONE

Author keywords

[No Author keywords available]

Indexed keywords

BEARINGS (STRUCTURAL); DEFORMATION; DUCTILITY; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; NUMERICAL ANALYSIS; REINFORCED CONCRETE; SOIL STRUCTURE INTERACTIONS; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES; WIND STRESS;

BASE-ISOLATION SYSTEMS; HIGH-DAMPING-LAMINATED-RUBBER BEARINGS (HDLRB);

CONCRETE BUILDINGS;

BUILDING; DYNAMIC RESPONSE; SEISMIC RESPONSE;

EID: 0032051557     PISSN: 01676105     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0167-6105(98)00068-3     Document Type: Article

References (16)

1. J.M. Kelly, Aseismic base isolation: review and bibliography, Soil Dyn. Earth. Eng. 5 (1985) 202-216.
2. European Committee for Standardization Eurocode 8, Design provisions for earthquake resistance of structures (European Prestandard), 1994.
3. G. Rega, F. Vestroni, A. Vulcano, Effectiveness of design prescriptions of C.E.B. seismic code for satisfactory inelastic behaviour of reinforced concrete frames, European Earthquake Eng. 2 (1990) 17-26.
4. L. Galano, V. Gusella, P. Spinelli, The importance of the wind effects in the design of seismic isolators for buildings (in italian), Proc. 2°Convegno Nazionale di Ingegneria del Vento, Capri, Italy, 1992, pp. 133-146.
5. H.W. Shenton, A.N. Lin, Relative-performance of fixed-base and base-isolated concrete frames, J. Struct. Eng. ASCE 10 (1993) 2952-2968.
6. Italian Ministry of Public Works, D.M. 16 gennaio, Norme tecniche relative ai criteri generali per la verifica delle costruzioni e dei carichi e sovraccarichi, 1996, pp. 147-153.
7. R. Casciaro, Time evolutional analysis of nonlinear structures, Meccanica 3 (1975) 156-167.
8. A. Vulcano, (1980). Seismic analysis of plane frames in elastic-plastic range (in italian), Proc. 1°Convegno Nazionale di Ingegneria Sismica, Udine, Italy, In: CISM Courses and Lectures, vol. 271, International Centre for Mechanical Sciences, Udine, 1981, pp. 301-312.
9. P. Henderson, M. Novak, Wind effects on base isolated buildings, J. Wind Eng. Ind. Aerodyn. 36 (1990) 559-569.
10. G. Solari, Equivalent wind spectrum technique: theory and applications, J. Struct. Eng. ASCE 114 (1988) 1303-1323.
11. A. Iannuzzi, P. Spinelli, Artificial wind generation and structural response, J. Struct. Div. ASCE 113 (1987) 2382-2398.
12. S. Lagomarsino, L.C. Pagnini, G. Solari, Dynamic alongwind response of base-isolated buildings, Proc. 9ICWE, New Delhi, India, 1995, pp. 1317-1328.
13. F. Vestroni, A. Vulcano, G. Di Pasquale, Earthquake response analysis of a nonlinear model of a base-isolated structure, Proc. Int. Meeting on Earthq. Protection of Buildings, Ancona, Italy, 1991, 181-190/C.
14. rd Int. Conf. on Tall Buildings, Chicago, 1986, pp. 77-98.
15. W.H. Melbourne, T.R. Palmer, Accelerations and comfort criteria for buildings undergoing complex motions, J. Wind Eng. Ind. Aerodyn. 41-44 (1992) 105-116.
16. E. Simiu, R.H. Scanlan, Wind Effects on Structures, Wiley, New York, 1986, pp. 448-453.