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Jeen-Shang Lin

Researcher at University of Pittsburgh

Publications -  60
Citations -  2136

Jeen-Shang Lin is an academic researcher from University of Pittsburgh. The author has contributed to research in topics: Finite element method & Discontinuous Deformation Analysis. The author has an hindex of 22, co-authored 55 publications receiving 1726 citations. Previous affiliations of Jeen-Shang Lin include United States Department of Energy.

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Cell traction force and measurement methods.

TL;DR: Future research should improve CTFM methods such that they can automatically track dynamic CTFs, thereby providing new insights into cell motility in response to altered biological conditions, and research effort should be devoted to developing novel experimental and theoretical methods for determiningCTFs in three-dimensional matrix, which better reflects physiological conditions than 2D substrate used in current CTFm methods.
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Mechanoregulation of gene expression in fibroblasts.

TL;DR: The effects of various mechanical loading conditions on gene regulation in fibroblasts are reviewed and several mechanotransduction mechanisms are discussed.
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Determining substrate displacement and cell traction fields—a new approach

TL;DR: This paper presents a new approach for the traction force microscopy (TFM) method which determines traction forces exerted by adherent cells on a thin, elastic polyacrylamide gel embedded with fluorescent microbeads, which is free from the infinite half-space approximation adopted by existing TFM methods.
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Finite element modeling of rock cutting and its fragmentation process

TL;DR: In this article, a finite element procedure that was capable of providing reasonable estimates of cutting forces and, at the same time, capturing the essential characteristics of the fragmentation process was developed.
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Decoupling approximation to the evaluation of earthquake-induced plastic slip in earth dams

TL;DR: In this paper, the authors examined the error introduced by this assumption, using three idealized lumped-mass models for a dam and showed that when the predominant frequency of input motion lies in the proximity of the fundamental frequency of the dam, the slip based upon the decoupling assumption exceeds the exact value.