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関連する概念動画

Hazard Rate01:11

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 Masonry01:13

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...
Elasticity in Concrete01:20

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 Energy01:09

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 Concrete01:20

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 Energy01:01

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...

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関連する実験動画

Updated: Jul 11, 2026

Modifying the Bank Erosion Hazard Index (BEHI) Protocol for Rapid Assessment of Streambank Erosion in Northeastern Ohio
13:00

Modifying the Bank Erosion Hazard Index (BEHI) Protocol for Rapid Assessment of Streambank Erosion in Northeastern Ohio

Published on: February 13, 2015

ニューイングランドの地震の危険性

A F Shakal, M N Toksöz

    Science (New York, N.Y.)
    |January 14, 1977
    PubMed
    まとめ

    ニューイングランド南部は,1725年から1824年にかけて,次の世紀よりも高い地震活動を経験しました. この地震リスク分析では,強度VI+の地震のリターン期間が25年と推定されています.

    科学分野:

    • 地震学 地震学とは
    • 地震の危険性分析について
    • 地質物理学 地質物理学とは地質物理学です.

    背景:

    • 1725年から1974年までのニューイングランド南部における歴史的な地震データを分析した.
    • この地域における地震の発生は時間的な変動を示し,1725年から1824年の間により高い活動が見られた.

    研究 の 目的:

    • ニューイングランド南部における地震の回帰期と発生確率を計算する.
    • 歴史的な地震データを考慮して地震の危険性を評価する.

    主な方法:

    • 1725年から1974年にかけての地震データを分析した.
    • 異なる強度の地震の平均相互発生時間の計算.

    主要な成果:

    • 南ニューイングランドの地震活動は恒定ではなく,初期期 (1725年−1824年) の地震率が高かった.
    • 震度VI以上の地震の見積もられた再発期間は25年です.
    • 震度8度以上の地震の推定再発期間は130年である.

    結論:

    • 地震活動の時間的な変動は,地震の危険性計算に重大な不確実性をもたらします.

    さらに関連する動画

    Echo Particle Image Velocimetry
    16:31

    Echo Particle Image Velocimetry

    Published on: December 27, 2012

    関連する実験動画

    Last Updated: Jul 11, 2026

    Modifying the Bank Erosion Hazard Index (BEHI) Protocol for Rapid Assessment of Streambank Erosion in Northeastern Ohio
    13:00

    Modifying the Bank Erosion Hazard Index (BEHI) Protocol for Rapid Assessment of Streambank Erosion in Northeastern Ohio

    Published on: February 13, 2015

    Echo Particle Image Velocimetry
    16:31

    Echo Particle Image Velocimetry

    Published on: December 27, 2012

  • この研究は,ニューイングランド南部における地震再発期に関する定量的な見積もりを提供している.