Using dynamic analysis of site vibration to select the suitable vibration limit

This study was done to select the appropriate vibration standard to be the adopted vibration standard for a construction project that was located in adjacent to many buildings. These buildings may be affected by project activities induced vibrations.Three common international vibration standards wer...

Full description

Bibliographic Details
Main Author: Ahmed Hashad
Format: Article
Language:English
Published: Taylor & Francis Group 2018-08-01
Series:HBRC Journal
Online Access:http://www.sciencedirect.com/science/article/pii/S1687404816300128
id doaj-6c1de514ce224ab99b5afde37c5f577b
record_format Article
spelling doaj-6c1de514ce224ab99b5afde37c5f577b2020-11-24T21:18:26ZengTaylor & Francis GroupHBRC Journal1687-40482018-08-01142180188Using dynamic analysis of site vibration to select the suitable vibration limitAhmed Hashad0Construction Research Institute, National Water Research Center, EgyptThis study was done to select the appropriate vibration standard to be the adopted vibration standard for a construction project that was located in adjacent to many buildings. These buildings may be affected by project activities induced vibrations.Three common international vibration standards were revised and based on the dynamic analysis results, site conditions, the nature of the existing buildings and the expected construction activities, and the most appropriate vibration limit criteria were selected and tested then validated. The selection process was based on experimental study carried out using physical models and real vibration data recorded on the construction site. The validation process was based on monitoring the vibration effects on existing buildings.Experimental program was carried out using three physical models with dynamic characteristics within the range of the common existing buildings. These models were subjected to free vibration modal testing to ensure their dynamic characteristics. Three numerical finite element models for the three physical ones were built and calibrated using the free vibration test results. The numerical models were subjected to time history dynamic analysis using the vibration waveforms that represent the most effective construction vibrations. These waveforms were recorded onsite during different activities of the pilot project which was implemented to test all the project activities.The validation process was carried out by applying monitoring program on two of the project neighboring buildings. These buildings were selected to represent the most likely to be affected buildings by the construction activities. The monitoring program includes vibration and strain measurements for the building vibration responses.The results of validation process showed that the effectiveness of the selected vibration standard in estimating the level of damage on buildings subjected to the construction induced vibration. Keywords: Vibration effects, Vibration limits, Construction vibration, Dynamic testinghttp://www.sciencedirect.com/science/article/pii/S1687404816300128
collection DOAJ
language English
format Article
sources DOAJ
author Ahmed Hashad
spellingShingle Ahmed Hashad
Using dynamic analysis of site vibration to select the suitable vibration limit
HBRC Journal
author_facet Ahmed Hashad
author_sort Ahmed Hashad
title Using dynamic analysis of site vibration to select the suitable vibration limit
title_short Using dynamic analysis of site vibration to select the suitable vibration limit
title_full Using dynamic analysis of site vibration to select the suitable vibration limit
title_fullStr Using dynamic analysis of site vibration to select the suitable vibration limit
title_full_unstemmed Using dynamic analysis of site vibration to select the suitable vibration limit
title_sort using dynamic analysis of site vibration to select the suitable vibration limit
publisher Taylor & Francis Group
series HBRC Journal
issn 1687-4048
publishDate 2018-08-01
description This study was done to select the appropriate vibration standard to be the adopted vibration standard for a construction project that was located in adjacent to many buildings. These buildings may be affected by project activities induced vibrations.Three common international vibration standards were revised and based on the dynamic analysis results, site conditions, the nature of the existing buildings and the expected construction activities, and the most appropriate vibration limit criteria were selected and tested then validated. The selection process was based on experimental study carried out using physical models and real vibration data recorded on the construction site. The validation process was based on monitoring the vibration effects on existing buildings.Experimental program was carried out using three physical models with dynamic characteristics within the range of the common existing buildings. These models were subjected to free vibration modal testing to ensure their dynamic characteristics. Three numerical finite element models for the three physical ones were built and calibrated using the free vibration test results. The numerical models were subjected to time history dynamic analysis using the vibration waveforms that represent the most effective construction vibrations. These waveforms were recorded onsite during different activities of the pilot project which was implemented to test all the project activities.The validation process was carried out by applying monitoring program on two of the project neighboring buildings. These buildings were selected to represent the most likely to be affected buildings by the construction activities. The monitoring program includes vibration and strain measurements for the building vibration responses.The results of validation process showed that the effectiveness of the selected vibration standard in estimating the level of damage on buildings subjected to the construction induced vibration. Keywords: Vibration effects, Vibration limits, Construction vibration, Dynamic testing
url http://www.sciencedirect.com/science/article/pii/S1687404816300128
work_keys_str_mv AT ahmedhashad usingdynamicanalysisofsitevibrationtoselectthesuitablevibrationlimit
_version_ 1726009198398930944