Dynamic characteristics of cantilever grandstand roofs

Engineering Structures

Volumn 24, Issue 8, 2002, Pages 1085-1090

  Letchford, C W ^a   Denoon, R O ^b   Johnson, G ^c   Mallam, A ^c  

^a Texas Tech University   (United States)

^b ARUP   (United Kingdom)

^c UNIVERSITY OF QUEENSLAND   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

DAMPING; FINITE ELEMENT METHOD; NATURAL FREQUENCIES; STADIUMS;

STRUCTURAL RESPONSE;

ROOFS;

CANTILEVERED STRUCTURE; DAMPING; DESIGN; DYNAMIC CHARACTERISTICS; EXCITATION; FINITE ELEMENT METHOD; NATURAL FREQUENCY; ROOF; WIND LOAD;

DYNAMIC ANALYSIS; FINITE ELEMENT METHOD; LOADING; ROOF;

EID: 0036648345     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(02)00035-4     Document Type: Article

References (20)

1. The accuracy of mathematical models of structural dynamics
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5. A parametric study of wind loads on grandstand roofs
6. Wind loading and response of large stadium roofs
7. Full-scale measurements of structures in Australia
8. Assessment of some of the different methods for estimating damping from full scale testing
9. Establishing non-linear damping characteristics of structures from non-stationary response time histories
10. On-line failure detection and damping of aerospace structures by random decrement signatures
11. The description and measurement of non-linear damping in structures
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13. Evaluation of damping ratios of buildings during gusty winds using the random decrement technique
14. Damping in buildings for wind-resistant design