Monitoring based structural performance assessment

2008 ◽  
pp. 649-654
Author(s):  
Alfred Strauss ◽  
Sunyong Kim ◽  
Dan Frangopol
Keyword(s):  
Performance Assessment ◽  
Structural Performance

Structural performance assessment of concrete components based on fractal information of cracks

2021 ◽  
Vol 43 ◽  
pp. 103177
Author(s):  
Yangzhao Liu ◽  
Kaoshan Dai ◽  
Desheng Li ◽  
Mingyan Luo ◽  
Ye Liu ◽  
...  
Keyword(s):  
Performance Assessment ◽  
Structural Performance

Performance Assessment of Steel Components

1987 ◽  
Vol 3 (1) ◽  
pp. 27-41 ◽  
Author(s):  
Helmut Krawinkler
Keyword(s):  
Performance Assessment ◽  
Structural Steel ◽  
Seismic Performance ◽  
Damage Accumulation ◽  
Low Cycle Fatigue ◽  
Cumulative Damage ◽  
Structural Performance ◽  
Cycle Fatigue ◽  
Performance Parameters ◽  
Analytical Procedures

This paper presents a methodology for the assessment of cumulative damage in structural steel components subjected to cyclic inelastic loading histories of the type experienced in earthquakes. The methodology is based on low-cycle fatigue concepts and the hypothesis of linear damage accumulation. It will be shown that seismic performance of a component depends on two structural performance parameters and on the number and amplitudes of all inelastic excursions and not only on the maximum excursion. Experimental and analytical procedures for obtaining the parameters needed for a performance assessment are suggested in the paper.

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