概括
南部新英格兰在1725-1824年间的地震活动比下一个世纪更高. 这种地震危险分析估计,强度VI+地震的回归期为25年.
科学领域:
- 地震学 地震学
- 地震危险分析 地震危险分析
- 地质物理学 地质物理学
背景情况:
- 分析了1725-1974年新英格兰南部的历史地震数据.
- 该地区的地震事件显示时间变化,在1725年至1824年之间注意到更高的活动.
研究的目的:
- 为了计算新英格兰南部的地震回归周期和发生概率.
- 通过考虑历史地震数据来评估地震危险.
主要方法:
- 对覆盖1725-1974年的可用地震数据进行分析.
- 计算不同强度的地震的平均相互发生时间.
主要成果:
- 新英格兰南部的地震活动并不恒定,在早期 (1725-1824) 呈现出更高的地震率.
- 据估计,强度VI或更大的地震的回归期为25年.
- 据估计,强度为VIII或更大的地震的回归期为130年.
结论:
- 地震活动的时间变化在地震危险计算中带来了重大不确定性.
- 该研究为新英格兰南部的地震回归期提供了定量估计.
相关概念视频
Hazard Rate
The hazard rate, also known as the hazard function or failure rate, is a statistical measure used to describe the instantaneous rate at which an event occurs, given that the event has not yet happened. From a probabilistic perspective, it represents the likelihood that a subject will experience the event in a very small time interval, conditional on surviving up to the beginning of that interval. In terms of frequency, the hazard rate can be viewed as the ratio of the number of events to the...
Mortar Joint Deterioration in Masonry
Mortar joint deterioration is a significant concern in masonry structures, with water accumulation in the joints leading to damage from freeze-thaw cycles. The repeated expansion of water during freezing and its melting during thawing develop and propagate cracks in the masonry joints. Eventually, this leads to the spalling of mortar from the joints, loosening masonry units and weakening the structure. The deteriorated mortar joints are also vulnerable to moisture intrusion into the walls.
The...
The...
Elasticity in Concrete
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 portion of...
Potential Energy
A conservative force, such as a gravitational or elastic force, gives the body the capacity to do work. This capacity, measured as the potential energy, depends on the body's location or “position” relative to a fixed reference position or datum. The gravitational potential energy is considered zero at the reference point. Suppose a body is located at some vertical distance above a fixed horizontal reference or datum. In that case, the weight of the body has positive gravitational potential...
Microcracking in Concrete
Microcracking in concrete refers to the tiny cracks that can form within the material even before any external load is applied. These microcracks typically occur at the interface between the coarse aggregate and the hydrated cement paste, often as a result of differential volume changes prompted by variations in stress-strain behavior, as well as thermal and moisture movement. Initially, these microcracks remain stable and do not grow substantially until the concrete is stressed to about 30...
Elastic Potential Energy
Elastic potential energy is the energy stored as a result of the deformation of an elastic object, such as the stretching of a spring. An object is elastic if it returns to its original shape and size after being deformed.
Potential energy is also associated with the elastic force exerted by an ideal spring. The work done by this force can be represented as a change in the elastic potential energy of the spring. Thus, the work done by a perfectly elastic spring, in one dimension, depends only...
Potential energy is also associated with the elastic force exerted by an ideal spring. The work done by this force can be represented as a change in the elastic potential energy of the spring. Thus, the work done by a perfectly elastic spring, in one dimension, depends only...

