The phrase "acceleration the building" is not correct and does not make sense in written English.
It seems to be an incomplete thought or a misphrasing, and without additional context, it cannot be used meaningfully.
Example: "The acceleration of the building's construction was impressive."
Alternatives: "speeding up the construction" or "increasing the pace of building".
Wind-induced accelerations of the building were recorded by dense array permanent monitoring system and analyzed in detailed by spectra analysis, time-frequency wavelet analysis and system identification.
The vertical accelerations of the building floors were measured under the 4D movie-theater operation and human rhythmic movements in a fitness center which were estimated as ones of the vibration sources.
Spectral ratios of ground accelerations at the building to those at a nearby borehole station increase from unity at the fifth floor underground to factors of 110 and 146, respectively, on the 74th and 90th floors above ground for the fundamental-mode vibrations.
Wind acceleration near the buildings can be exploited to gain advantage for energy generation, e.g. orienting the buildings towards the most common wind directions and/or introducing a sloped side to increase the wind speed.
Different human comfort criteria are compared and the building acceleration results from both the wind tunnel tests and code-based calculation are discussed.
The occupant comfort is related to the motion perception under moderate winds, and quantified by the probability of exceeding threshold values of the across-wind acceleration at the top of the building.
A sensitivity analysis is also performed to investigate the subsurface profile effect on the In-Structure (acceleration) Response Spectra (ISRS) of the building when subjected to site-specific Foundation Input Response Spectra (FIRS) that exhibit high spectral amplifications in the high-frequency range.
As shown in Figs. 3 and 4, with an increase in the period of the isolated building when ( rho ) = 0.05~( rho ) = 2.0, the distribution of the response acceleration in each story of the building changes from the form that includes the effect of a higher order mode to a constant distribution that is close to rigid body behavior.
The governing equations were then solved, and the accelerations at the top of the building in both researches are compared in Fig. 3.
Figure 16 shows the PSDs of the building top displacement and acceleration with damping ratio ξ = 1 %.
