Titlebook: Dynamics of Civil Structures, Volume 2; Proceedings of the 3 Shamim Pakzad Conference proceedings 2021 The Society for Experimental Mechani

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Comparative Study of Floor Serviceability Methodologies,loor systems can be a challenge. A number of guidelines have been published in the UK over the past 15 years (e.g. SCI P345, CCIP-016) that have been helpful in providing a consistent methodology. Although these can differ slightly in the detail, they are essentially based around the concept of resp

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Occupant Localization in Obstructive Indoor Environments Using Footstep-Induced Floor Vibrations,zation. Occupant localization is important in smart building applications such as healthcare and energy management. In prior works, footstep-based vibration sensing has been introduced for non-intrusive occupant localization in open areas. However, real buildings have various types of obstructions (

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Time-Frequency Analysis of Crowd Lateral Dynamic Forcing from Full-Scale Measurements on the Cliftothe amplitude of structural oscillations, i.e. lateral dynamic instability. Measurements were taken during two separate crowd loading events on the Clifton Suspension Bridge, UK, to characterise the human-structure interactions observed. Two lateral modes of the bridge were studied, previously found

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Localization of Stationary Source of Floor Vibration Using Steered Response Power Method,. The objective of this study is to localize stationary source of vibration using floor vibration measurements with the steered response power (SRP) method. While this method has been used in microphone array processing and acoustic imaging systems, this paper describes the first application of this

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Predictions of Footbridge Vibrations and Influencing Load Model Decisions,o come will determine the serviceability of the bridge throughout its service life. For design stage predictions of pedestrian-generated vibrations of a footbridge, decisions need to be made in terms of how to model the load. If the load is modelled as being stochastic it entails that a set of walki

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A Damage Detection Strategy on Bridge External Tendons Through Long-Time Monitoring,ries of technological advances, especially in the world of new sensors, has allowed more structures to be equipped with an always increasing number of monitoring systems of different nature. The state of the art of monitoring systems involves the interaction and cooperation of elements such as low-c

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Nimruji Jammulamadaka,Himanshi Rajora Human Induced Vibration of Steel Structures (HIVOSS) Method. The floor bay database is based on data collected from real buildings and it contains 22 satisfactory and 28 unsatisfactory bays, a total of 50 bays.