Evaluation of dynamic analysis of diagrid tall steel building subjected to wind with control approach of operation and acceleration criteria

2012 ◽

Cited By ~ 1

Author(s):

Hak Yi ◽

Je Hong Yoo ◽

Reza Langari

Keyword(s):

Sliding Mode Control ◽

Dynamic Analysis ◽

Sliding Mode ◽

Free Motion ◽

Modular Robot ◽

Nonlinear Controller ◽

Control Approach ◽

Mode Control ◽

Reachable Workspace ◽

Simulation Results

In this paper, we have considered the new extendable modular multi-DOFs link to have a larger reachable workspace and more dexterous manipulability, as compared to a typical link. As a part of the extendable modular robot (EMR), our link is implemented to allow free motion when performing required tasks. In addition, this paper deals with a function of adjusting the link’s length (within 25% of the nominal length). Our investigation also focuses on the dynamics of a multi-DOFs link and the nonlinear controller for a given trajectory. The simulation results show the effectiveness of this control approach.

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Nonlinear-Dynamic-Analysis Based Fuzzy PID Control Approach for Complex Hydraulic Driving Process

International Journal of Precision Engineering and Manufacturing ◽

10.1007/s12541-018-0112-1 ◽

2018 ◽

Vol 19 (7) ◽

pp. 947-958 ◽

Cited By ~ 2

Author(s):

Zheng-Qiang Zhu ◽

Xin-Jiang Lu ◽

Jie Lei ◽

Ming-Hui Huang

Keyword(s):

Dynamic Analysis ◽

Pid Control ◽

Nonlinear Dynamic ◽

Nonlinear Dynamic Analysis ◽

Fuzzy Pid ◽

Fuzzy Pid Control ◽

Control Approach

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Dynamic Analysis and Control Approach for a High-Gain Step-Up Converter for Electrified Transportation

IEEE Transactions on Transportation Electrification ◽

10.1109/tte.2017.2743418 ◽

2017 ◽

Vol 3 (3) ◽

pp. 656-667 ◽

Cited By ~ 7

Author(s):

Fei Shang ◽

Haowen Wu ◽

Geng Niu ◽

Mahesh Krishnamurthy ◽

Alexander Isurin

Keyword(s):

Dynamic Analysis ◽

High Gain ◽

Control Approach ◽

And Control

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The Best Location of Belt Truss System in Tall Buildings Using Multiple Criteria Subjected to Blast Loading

Civil Engineering Journal ◽

10.28991/cej-0309177 ◽

2018 ◽

Vol 4 (6) ◽

pp. 1338 ◽

Cited By ~ 10

Author(s):

Reihaneh Tavakoli ◽

Reza Kamgar ◽

Reza Rahgozar

Keyword(s):

Dynamic Analysis ◽

Significant Role ◽

Nonlinear Dynamic ◽

Nonlinear Dynamic Analysis ◽

Tall Buildings ◽

Steel Frame ◽

Equivalent Weight ◽

Steel Building ◽

Different Types ◽

Post Buckling

The main goal of this paper is to investigate the effect of blast phenomenon on structures to determine the best location of belt truss system in tall buildings. For this purpose, one of the exterior frames of a tall steel building, in which the belt truss is located, is considered. The steel frame model is subjected to two different charges of equivalent weight which are applied in two different standoff distances. In this research, the best location of the belt truss system is determined using OpenSees software based on the nonlinear dynamic analysis. The best location of the belt truss system for different types of loading is investigated both with and without considering the post-buckling effect for all members of the belt truss system. The results show that when blast charges are located in a 5-meter range from the building (R=5), post buckling effect of truss elements are more obvious than the case in which blast charges are located in a 10-meter range (R=10); this, in turn, causes the amount of base moment to be completely different when the belt truss is located in the first storey in comparison to the cases where the belt truss is located in any other stories. In addition, if the explosion occurs near the building when the base moment is considered as a criterion, the post buckling effect has a significant role.

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