Closure to “New Unconditionally Stable Explicit Integration Algorithm for Real-Time Hybrid Testing” by Yu Tang and Menglin Lou

2018 ◽  
Vol 144 (10) ◽  
pp. 07018004 ◽  
Author(s):  
Yu Tang ◽  
Menglin Lou
Keyword(s):  
Real Time ◽  
Explicit Integration ◽  
Hybrid Testing ◽  
Integration Algorithm ◽  
Unconditionally Stable ◽  
Explicit Integration Algorithm

scholarly journals Theory and Implementation of a Two-Step Unconditionally Stable Explicit Integration Algorithm for Vibration Analysis of Structures

2016 ◽  
Vol 2016 ◽  
pp. 1-8
Author(s):  
Li Changqing ◽  
Jie Junping ◽  
Jiang Lizhong ◽  
T. Y. Yang
Keyword(s):  
Vibration Analysis ◽  
Time History ◽  
Superior Performance ◽  
Explicit Integration ◽  
Third Order ◽  
Integration Algorithm ◽  
Unconditionally Stable ◽  
History Analysis ◽  
Integration Algorithms ◽  
Explicit Integration Algorithm

Time history analysis is becoming the routine process to quantify the response of the structure under dynamic loads. In this paper, a novel two-step unconditionally stable explicit integration algorithm, named Unconditional Stable Two-Step Explicit Displacement Method (USTEDM), is proposed for vibration analysis of structure. USTEDM is unconditionally stable, requires low memory, produces no overshoot, and is third order accurate. The accuracy and efficiency of USTEDM are presented and compared with other commonly used integration algorithms. The result shows that the proposed algorithm has superior performance and can be used efficiently in solving vibration response of civil engineering structure.

Real-time hybrid testing using the unconditionally stable explicit CR integration algorithm

2009 ◽  
Vol 38 (1) ◽  
pp. 23-44 ◽  
Author(s):  
Cheng Chen ◽  
James M. Ricles ◽  
Thomas M. Marullo ◽  
Oya Mercan
Keyword(s):  
Real Time ◽  
Hybrid Testing ◽  
Integration Algorithm ◽  
Unconditionally Stable

scholarly journals Stability Analysis of an Explicit Integration Algorithm with 3D Viscoelastic Artificial Boundary Elements

2020 ◽  
Vol 2020 ◽  
pp. 1-18
Author(s):  
Shutao Li ◽  
Jingbo Liu ◽  
Xin Bao ◽  
Yifan Jia ◽  
Lan Xiao ◽  
...  
Keyword(s):  
Stability Analysis ◽  
Near Field ◽  
Boundary Elements ◽  
Artificial Boundary ◽  
Explicit Integration ◽  
Integration Algorithm ◽  
Explicit Algorithm ◽  
Time Increment ◽  
The Stability ◽  
Explicit Integration Algorithm

Viscoelastic artificial boundary elements are one of the most commonly used artificial boundaries when solving dynamic soil-structure interactions or near-field wave propagation problems. However, due to the lack of clear and practical stability criteria for the explicit algorithm that considers the influence of viscoelastic artificial boundary elements, the determination of the stable time increment in such numerical analyses is still a challenge. In this study, we proposed a numerical stability analysis method for the explicit algorithm with a 3D viscoelastic artificial boundary element based on the idea of a subsystem. Through this method, the artificial boundary subsystem that controls the stability of the overall numerical system is determined, and the analytical solution for the stability condition of the explicit integration algorithm with 3D viscoelastic artificial boundary elements is obtained. On this basis, the maximum time increment for solving dynamic problems with viscoelastic artificial boundary elements can be determined.

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