Discussion of “Dynamic Structural Analysis with Short Time History”

1965 ◽  
Vol 91 (5) ◽  
pp. 404-406
Author(s):  
Keith E. McKee
Author(s):  
J. W. Kim ◽  
K. Kim

Sloshing model test and dynamic structural analysis of a membrane-type LNG tank is performed to determine design sloshing loads for LNG containment system. Spatial, temporal and statistical characteristics of the measured sloshing loads are investigated. Dynamic structural analysis of a LNG containment system is performed to obtain structural responses at predefined critical locations under short duration triangular pulse, which is referred to as triangular impulse response function (TIRF). The TIRFs are synthesized with time history of measured sloshing loads to obtain dynamic response of the LNG containment system. Statistical analysis of peak stress values are used as basis of determining design sloshing loads for the structural assessment of LNG containment system.


2018 ◽  
Vol 50 (04) ◽  
pp. 561-570
Author(s):  
I. A. QAZI ◽  
A. F. ABBASI ◽  
M. S. JAMALI ◽  
INTIZAR INTIZAR ◽  
A. TUNIO ◽  
...  

2000 ◽  
Vol 10 (4) ◽  
pp. 283-289 ◽  
Author(s):  
Nobuyuki MATUBAYASI ◽  
Naoko NAKAO ◽  
Masaru NAKAHARA

Author(s):  
Oscar Möller ◽  
Marcelo Rubinstein ◽  
Fabián Savino ◽  
Ricardo O. Foschi

An approach is presented to structural optimization for performance-based design in earthquake engineering. The objective is the minimization of the total cost, including repairing damage produced by future earthquakes, and satisfying minimum target reliabilities in three performance levels (operational, life safety, and collapse). The different aspects of the method are considered: a nonlinear dynamic structural analysis to obtain responses for a set of earthquake records, representing these responses with neural networks, formulating limit-state functions in terms of deformations and damage, calculating achieved reliabilities to verify constraint violations, and the development of a gradient-free optimization algorithm. Two examples illustrate the methodology: 1) a reinforced concrete portal for which the design parameters are member dimensions and steel reinforcement ratios, and 2) optimization of the mass at the cap of a pile, to meet target reliabilities for two levels of cap displacement. The objective of this latter example is to illustrate model effects on optimization, using two different hysteresis approaches.


1990 ◽  
Vol 35 (5) ◽  
pp. 593-601 ◽  
Author(s):  
C.-H. Sheu ◽  
G. De Roeck ◽  
M. Van Laethem ◽  
P. Geyskens

AIAA Journal ◽  
1995 ◽  
Vol 33 (1) ◽  
pp. 183-185 ◽  
Author(s):  
T. Ting ◽  
T. L. C. Chen ◽  
W. J. Twomey

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