Optimal outrigger locations of double-pure-outrigger systems and combined energy-dissipating outrigger systems under seismic loads

2022 ◽  
Vol 153 ◽  
pp. 107121
Author(s):  
Lili Xing ◽  
Ying Zhou ◽  
Mario Aguaguiña
Keyword(s):  
2020 ◽  
Author(s):  
Finley A. Charney ◽  
Thomas F. Heausler ◽  
Justin D. Marshall
Keyword(s):  

2018 ◽  
pp. 39-43
Author(s):  
K.S. Sultanov ◽  
P.V. Loginov ◽  
Z.R. Salikhova

The method to define strain characteristics of soil under dynamic loading is proposed based on the results of experiments on dynamic compression of soils on the device for dynamic loading in laboratory conditions; the method allows solving wave problems with the statement similar to the statement of experiments. Using the proposed method, the modulus of dynamic and static compression, the modulus of unloading, the coefficient of viscosity of loess soil in the range of seismic loads are determined in accordance with elastic-visco-plastic model of soil developed by G.M.Lyakhov.


2010 ◽  
Vol 39 (14) ◽  
pp. 1585-1609 ◽  
Author(s):  
Hussein O. Okail ◽  
P. Benson Shing ◽  
Richard E. Klingner ◽  
William M. McGinley
Keyword(s):  

Author(s):  
Donghae Kim

The purpose of this paper is to address the structural integrity of the motor operated butterfly valve assembly by providing the methodology and equations to quantitatively determine the permissible component load in the load path from the operator to the valve. The weak link analysis is to determine the maximum allowable torque on the butterfly valve by equating the stresses caused by the torque and seismic load with the appropriate allowable stress value, and then the unknown torque is solved. Analysis methods are based on classical static force balancing equations and on classical axial, shear, and bending stress equations using the worst possible load combinations including seismic loads resulting from design basis earthquake.


2013 ◽  
Vol 31 ◽  
pp. 59-67 ◽  
Author(s):  
Zhibin Lin ◽  
Jian Zhao ◽  
Derek Petersen

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