終末シストリック弾性度のシングルビート推定は,時間変動弾性度曲線のバイリニア近似を用いて行う
T Shishido1, K Hayashi, K Shigemi
1Department of Cardiovascular Dynamics, National Cardiovascular Center Research Institute, Osaka, Japan. tosjoe@res.ncvc.go.jp
Circulation
|October 18, 2000
まとめ
新しい方法は,単一のビートを使用して左心室末縮弾性 (Ees) を推定し,臨床的制限を克服します. このアプローチは,容易に入手可能なデータで収縮性の評価を簡素化します.
科学分野:
- 心血管生理学 心血管の生理学
- 心臓のメカニズム 心臓のメカニズム
- バイオメディカルエンジニアリング
背景:
- 左心室末筋収縮弾性 (Ees) は,重要な収縮率指数である.
- Eesの臨床応用は,測定の難しさと負荷状態の変動によって制限されています.
研究 の 目的:
- 簡素化されたシングルビート方法を開発し,Ees.を推定する.
- 伝統的なEes測定に関連する技術的な課題を克服するために.
主な方法:
- 2つの線形関数 (同体積収縮と射出相) を用いて時間変動弾性曲線を近似した.
- 圧力値,シストリック時間間隔,およびストローク容量を用いて,単一ビートベースで推定Ees.
- 麻酔を受けた犬のカヴァル閉塞に対する方法を検証した.
主要な成果:
- シングルビートEes推定方法は,合理的な精度 (r=0.929) を示しました.
- この方法は,収縮性と負荷条件の大きな変化にもかかわらず,正確であり続けました.
- 傾斜比は収縮性と負荷の変化によって変化したが,Eesの推定は堅固であった.
結論:
- Eesは,シングルビートベースで信頼性のある見積もりをすることができます.
- 時間変動弾性曲線の二線関数近似は,正確なEes計算を可能にします.
- この方法は,簡単に得られる変数を用いて,Eesの評価を簡素化します.
関連する概念動画
Flexural Stress
906
When analyzing bending in symmetric members, it's crucial to understand how stresses distribute when subjected to bending moments. This stress distribution is effectively described by applying fundamental mechanics and material science principles, particularly Hooke's Law for elastic materials.
Hooke's Law states that within the material's elastic limits, stress is directly proportional to strain. In a member experiencing a bending moment, the strain at any point is relative to its distance...
Hooke's Law states that within the material's elastic limits, stress is directly proportional to strain. In a member experiencing a bending moment, the strain at any point is relative to its distance...
906
Residual Stresses in Bending
688
In the study of elastoplastic members subjected to bending moments, understanding the loading and unloading phases is crucial for assessing material behavior and structural integrity. During the loading phase, as the bending moment increases, the material initially responds elastically, adhering to Hooke's Law, where stress is directly proportional to strain. When the load exceeds the yield strength, plastic deformation occurs, resulting in permanent strain and deformation that remains even...
688
Elastic Curve from the Load Distribution
588
The structural behavior of beams under distributed loads is critical for engineering analysis, which focuses on predicting how beams bend and react under such conditions. Different types of beams (e.g., cantilever, supported, or overhanging) behave differently under distributed load conditions.
For all beams, the analysis of the beam's reaction to distributed loads begins by understanding the relationship between a beam's load and the resulting shear forces and bending moments. Initially, this...
For all beams, the analysis of the beam's reaction to distributed loads begins by understanding the relationship between a beam's load and the resulting shear forces and bending moments. Initially, this...
588
Elastic Strain Energy for Shearing Stresses
668
As discussed in previous lessons, strain energy in a material is the energy stored when it is elastically deformed, a concept crucial in materials science and mechanical engineering. This energy results from the internal work done against the cohesive forces within the material. When a material undergoes shearing stress and corresponding shearing strain, the strain energy density, which is the energy stored per unit volume, is calculated. Within the elastic limit, where the stress is...
668
Linear Approximation in Time Domain
460
Nonlinear systems often require sophisticated approaches for accurate modeling and analysis, with state-space representation being particularly effective. This method is especially useful for systems where variables and parameters vary with time or operating conditions, such as in a simple pendulum or a translational mechanical system with nonlinear springs.
For a simple pendulum with a mass evenly distributed along its length and the center of mass located at half the pendulum's length,...
For a simple pendulum with a mass evenly distributed along its length and the center of mass located at half the pendulum's length,...
460
Elasticity in Concrete
535
Upon subjecting concrete to moderate or high uniaxial compressive or tensile stresses, the strain response is non-linear relative to the stress applied. As the stress is removed, the resulting stress-strain curve deviates from the original path traced during loading, creating a hysteresis loop, indicative of the concrete's non-linear and non-elastic properties. Typically, a material's modulus of elasticity, which is a measure of the material's stiffness, is inferred from the linear...
535


