Dynamic response of multiply connected primary‐secondary systems

Earthquake Engineering & Structural Dynamics

Volumn 19, Issue 2, 1990, Pages 205-216

  Muscolino, Giuseppe ^a  

^a UNIVERSITY OF PALERMO   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

BUILDINGS--EARTHQUAKE RESISTANCE; COMPOSITE STRUCTURES; EARTHQUAKE RESISTANCE; EQUATIONS OF MOTION; PIPING SYSTEMS;

MULTIPLY CONNECTED PRIMARY-SECONDARY SYSTEMS; STOCHASTIC STATIONARY RESPONSE;

STRUCTURAL ANALYSIS;

COMPOSITE SYSTEM; DYNAMIC RESPONSE; EARTHQUAKE ENGINEERING;

EID: 0025199608     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.4290190205     Document Type: Article

References (40)

1. Seismic analysis of equipment mounted on a massive structure
2. Seismic design input for secondary systems
3. Dynamic decoupling of multiply connected MOF secondary systems
4. Floor response spectrum method for seismic analysis of multiply supported secondary systems
5. Multiply supported secondary systems Part I: Response spectrum analysis
6. Multiply supported secondary systems Part II: Seismic inputs
7. Comparison study of time history and response spectrum‐response for multiply supported piping systems
8. Earthquake response analysis of reactor structures
9. Seismic analysis of internal equipment and components in structures
10. Dynamic characterization of two‐degree‐of‐freedom equipment structure systems
11. Dynamic response of multiply supported secondary systems
12. Seismic response of multiply connected MDOF primary and MDOF secondary systems
13. Dynamic analysis of light equipment in structures: modal properties of the combined system
14. Dynamic analysis of light equipment in structures: Response to stochastic input
15. Generation of floor response spectra including oscillator‐structure interaction
16. Floor response spectra with structure‐equipment interaction effects by a mode synthesis approach
17. Seismic analysis of multiply supported secondary systems with dynamic interaction effects
18. Seismic response of nonclassically damped systems
19. Seismic response of structure‐equipment systems with non‐classical damping effects
20. On three modal synthesis variants
21. Properties of spectral moments with applications to random vibration
22. On the distribution of the first‐passage time for normal stationary random processes
23. Non‐stationary envelope process and first excursion probability
24. Nonstationary envelope process in random vibration theory
25. Note on the distribution of the largest value of a random function with application to gust loading
26. Structural response to stationary excitation
27. On the peak factor of stationary gaussian processes
28. Response maxima of a SDOF system under seismic action
29. Non‐stationary pre‐envelope covariance of non‐classically damped systems
30. Classical normal modes in damped linear dynamic system
31. Coordinates which uncouple the equation of motion of damped linear dynamic systems
32. Analytic evaluation of modal covariance matrices
33. Analytic evaluation of spectral moments
34. On the convergent part of high order spectral moments of stationary structural responses
35. Modal decomposition method for stationary response of nonclassically damped systems
36. Non‐stationary spectral moments of base excited MDOF systems