scholarly journals LIMIT CYCLE OF SQUARE CONCRETE FILLED STEEL TUBULAR BEAM-COLUMNS SUBJECTED TO LATERAL LOAD WITH CONSTANT CYCLIC DISPLACEMENT

2020 ◽  
Vol 85 (773) ◽  
pp. 981-991
Author(s):  
Masae KIDO ◽  
Keigo TSUDA ◽  
Toshiyuki FUKUMOTO ◽  
Yasuo ICHINOHE ◽  
Koji MORITA
2019 ◽  
Vol 84 (759) ◽  
pp. 725-735 ◽  
Author(s):  
Masae KIDO ◽  
Keigo TSUDA ◽  
Toshiyuki FUKUMOTO ◽  
Yasuo ICHINOHE ◽  
Koji MORITA

Author(s):  
Jaepoong Lee ◽  
Kwang Il Kim ◽  
Minjun Kim ◽  
Kyongsu Yi

This paper describes a haptic control of steer-by-wire systems for rendering the conventional steering system under various road conditions using parameter estimation of rack system lateral load model. To design the conventional steering system model, the dynamic model of a rack system has been developed as a mass-spring-damper system with a friction model. An online parameter estimation of the rack system was designed to consider the various road conditions in the haptic rendering. In a steering wheel system, which is a haptic device, a limit cycle, and instable behavior can occur due to the sampling rate and quantization. To prevent the limit cycle and instable behavior, a passivity analysis was conducted and constraint conditions of the rendering coefficient was derived. The haptic control algorithm is designed to render the conventional steering system without limit cycles using passivity conditions. The performance of the proposed controller was evaluated via both computer simulations and vehicle tests under various steering conditions. The results demonstrate that the proposed algorithm ensures haptic rendering performance on dry and wet asphalt conditions.


1958 ◽  
Vol 25 (1) ◽  
pp. 75-78
Author(s):  
T. H. Lin

Abstract A method of calculating the creep deflections and stresses of a beam-column is shown. The differential equation of equilibrium in terms of creep strain is solved by the method of integrating factors with Green’s function. For restrained and built-in ends, the end moments are found from the end conditions. An illustrative example is given for a beam-column of an ideal H-section with built-in ends and subjected to uniform lateral load. The deflection-time curve and flange stresses at different instants are shown.


2020 ◽  
Vol 4 (1) ◽  
pp. 41-55
Author(s):  
Masae Kido ◽  
Keigo Tsuda ◽  
Toshiyuki Fukumoto ◽  
Yasuo Ichinohe ◽  
Koji Morita

PCI Journal ◽  
1973 ◽  
Vol 18 (6) ◽  
pp. 54-71
Author(s):  
John V. Christiansen
Keyword(s):  

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