Sentence examples for period height from inspiring English sources

The yield displacement, period–height relationship and hysteretic characteristic of the fully-infilled RC frames are discussed in detail.

The effect of various parameters such as fundamental period, height to diameter ratio, seismic design category, and tank size on the seismic response factors of elevated water tanks is evaluated.

Table 4 shows the disparity between the fundamental period of vibration from empirical period–height equation from different codes and the period of vibration from eigenvalue or Rayleigh analysis of a bare frame model.

From the theoretical understanding of SWSs and precise control of geometries (i.e., period, height, shape and packing density), improved AR performances of various materials and their device applications have been recently reported[7 9].

However, looking at the median value in the last projection period height increment under the minimum climate scenario is projected as 12 cm per year, under the median run as 6 cm per year and under the maximum run as 3 cm per year.

Romaine lettuce growth periods, height, leaf width, and number of leaves were measured every week.

This study evaluates and quantifies the dependence of peak component accelerations on the location of the nonstructural component in the structure, the damping ratio of the component, and the properties of the supporting structure such as its modal periods, height, stiffness distribution, and strength.

Table 4 shows the disparity between the fundamental period of vibration from the empirical period-height equation from different codes and the period of vibration from the eigenvalue or Rayleigh analysis of a bare frame model.

The structural periods could be determined from in-situ dynamic tests, full frame models or an appropriate period-height equation, the latter of which is provided here by calibrating from in-situ vibration tests of regional buildings constructed in compliance with British Standards.

Many codes recognize that the period of vibration from the simplified period-height equation is more realistic, having been directly obtained from the measured periods of vibration of buildings subject to earthquake ground motions, but that when higher modes are important (in tall and/or irregular structures), the modal response spectrum method gives a more realistic profile of the lateral forces.

If the difference between the EST and the LSM is small for the 50-year return period wave height, the LSM and the EST estimate similar wave heights throughout the return period.