你喜欢你的正义,曲折还是不曲折?
1University of Vienna, Vienna, Austria.
概括
这项研究批评了David Estlund的"乌托邦恐惧症",认为正义原则不应该曲折以适应人类的动机. 它通过检查约翰·罗尔斯扭曲正义原则的原因,提出了对"扭曲正义"的实质性批评.
科学领域:
- 政治哲学 政治的哲学
- 伦理学 伦理学 伦理学
- 社会正义理论 社会正义理论
背景情况:
- 大卫·埃斯特隆德的"乌托邦恐惧症"认为,正义原则不受动机限制的影响.
- 埃斯图尔德拒绝将正义与人类动机相适应,以实现实际的制度应用.
- 这种观点挑战了对正义的传统观点,需要实际的可行性.
研究的目的:
- 提出一个实质性的批评.
- 曲折的正义 曲折的正义
- 一个正义原则适应人类动机的概念.
- 通过专注于使正义原则对动机约束敏感的原因,挑战埃斯图尔德的论点.
- 为围绕司法实践的辩论提供一个新的视角.
主要方法:
- 埃斯图伦德在"乌托邦恐惧症"中的论点的哲学分析.
- 检查的概念的概念的研究.
- 曲折的正义 曲折的正义
- 和它对激励因素的依赖.
- 专注于约翰·罗尔斯对正义的哲学框架以及他适应原则的理由.
主要成果:
- 埃斯图伦德的批评是关于
- 曲折的正义 曲折的正义
- 被描述为口头纠纷,而不是实质性纠纷.
- 该论文认为,埃斯图尔德未能充分质疑将正义适应动机限制的理由.
- 一个实质性的批评.
- 曲折的正义 曲折的正义
- 是通过分析罗尔斯的方法提出的.
结论:
- 埃斯图尔德拒绝将正义原则曲为动机,并没有实质性地反对那些优先考虑实际功能的人.
- 这篇论文建议将辩论结束.
- 曲折的正义 曲折的正义
- 需要对动机敏感性的理由进行更深入的接触.
- 一个更强有力的批评的更强大的批评.
- 曲折的正义 曲折的正义
- 可以通过分析其适应的基本原因来开发,正如罗尔斯的工作所示.
相关概念视频
Bending
279
Pure bending is a fundamental concept in structural mechanics, essential for understanding how materials deform under symmetrical loads without direct forces. Pure bending occurs when prismatic members, such as beams, are subjected to equal and opposite moments that induce bending. The phenomenon is crucial as it allows for predicting stress distributions without the influence of axial or shear forces.
In pure bending, the bending stress in a beam is calculated based on the bending moment and...
In pure bending, the bending stress in a beam is calculated based on the bending moment and...
279
Unsymmetric Bending
338
Unsymmetrical bending occurs when the bending moment applied to a structural member does not align with its principal axis. This misalignment leads to complex stress distributions and deflection patterns that differ from those in symmetrical bending, and are essential for designing structures to withstand different loading conditions. In unsymmetrical bending, the neutral axis—where stress is zero—does not necessarily align with the geometric axes of the cross-section. The...
338
Unsymmetric Bending - Angle of Neutral Axis
312
Unsymmetrical bending occurs when a structural member is subjected to bending moments in a plane that does not align with the member's principal axes. This scenario typically arises in beams and other structural components when loads are applied at non-ideal angles, introducing complexities in stress analysis.
When a bending moment is applied at an angle θ concerning the vertical axis of a symmetrical member, it can be resolved into components along the member's principal...
When a bending moment is applied at an angle θ concerning the vertical axis of a symmetrical member, it can be resolved into components along the member's principal...
312
Bending of Curved Members - Strain Analysis
138
The mechanics of deformation in curved members, such as beams or arches, under bending moments, involve complex responses. When such a member, symmetric about the y-axis and shaped like a segment of a circle centered at point C, is subjected to equal and opposite forces, its curvature and surface lengths change significantly. This alteration results in the shift of the curvature's center from C to C', indicating a tighter curve.
The important part of bending analysis for such a member...
The important part of bending analysis for such a member...
138
General Case of Eccentric Axial Loading
187
Unsymmetrical bending occurs when the bending moment applied to a structural member does not align with its principal axis. This misalignment leads to complex stress distributions and deflection patterns that differ from symmetrical bending, which are essential for designing structures to withstand different loading conditions.
Consider a member subjected to equal and opposite forces that are applied along a line that does not coincide with the member's neutral axis. In unsymmetrical...
Consider a member subjected to equal and opposite forces that are applied along a line that does not coincide with the member's neutral axis. In unsymmetrical...
187
Bending of Material: Problem Solving
189
In this lesson, determine the ratio of the maximum bending moments applied to two metal pipes, given that both pipes can withstand a maximum stress of 100 MPa. Both pipes have an outer radius of 1.8 cm. Pipe A has an inner radius of 1.5 cm, and Pipe B has an inner radius of 1 cm. The ratio of the maximum bending moment applied to two metallic pipes, each with a different inner and outer radius, is determined by considering their dimensions. The inner radius of the first pipe is 1.5 cm, and for...
189


