Pounding between adjacent buildings of varying height coupled through soil
Pounding between adjacent buildings is a significant challenge in metropolitan areas because buildings of different heights collide during earthquake excitations due to varying dynamic properties and narrow separation gaps. The seismic responses of adjacent buildings of varying height, coupled throu...
Main Authors: | , , , |
---|---|
Format: | Article |
Published: |
Techno-Press
2014
|
_version_ | 1825948555630608384 |
---|---|
author | Naserkhaki, Sadegh El-Rich, Marwan Abd Aziz, Farah Nora Aznieta Pourmohammad, Hassan |
author_facet | Naserkhaki, Sadegh El-Rich, Marwan Abd Aziz, Farah Nora Aznieta Pourmohammad, Hassan |
author_sort | Naserkhaki, Sadegh |
collection | UPM |
description | Pounding between adjacent buildings is a significant challenge in metropolitan areas because buildings of different heights collide during earthquake excitations due to varying dynamic properties and narrow separation gaps. The seismic responses of adjacent buildings of varying height, coupled through soil subjected to earthquake-induced pounding, are evaluated in this paper. The lumped mass model is used to simulate the buildings and soil, while the linear visco-elastic contact force model is used to simulate pounding forces. The results indicate while the taller building is almost unaffected when the shorter building is very short, it suffers more from pounding with increasing height of the shorter building. The shorter building suffers more from the pounding with decreasing height and when its height differs substantially from that of the taller building. The minimum required separation gap to prevent pounding is increased with increasing height of the shorter building until the buildings become almost in-phase. Considering the soil effect; pounding forces are reduced, displacements and story shears are increased after pounding, and also, minimum separation gap required to prevent pounding is increased. |
first_indexed | 2024-03-06T08:30:54Z |
format | Article |
id | upm.eprints-34978 |
institution | Universiti Putra Malaysia |
last_indexed | 2024-03-06T08:30:54Z |
publishDate | 2014 |
publisher | Techno-Press |
record_format | dspace |
spelling | upm.eprints-349782015-12-25T06:18:36Z http://psasir.upm.edu.my/id/eprint/34978/ Pounding between adjacent buildings of varying height coupled through soil Naserkhaki, Sadegh El-Rich, Marwan Abd Aziz, Farah Nora Aznieta Pourmohammad, Hassan Pounding between adjacent buildings is a significant challenge in metropolitan areas because buildings of different heights collide during earthquake excitations due to varying dynamic properties and narrow separation gaps. The seismic responses of adjacent buildings of varying height, coupled through soil subjected to earthquake-induced pounding, are evaluated in this paper. The lumped mass model is used to simulate the buildings and soil, while the linear visco-elastic contact force model is used to simulate pounding forces. The results indicate while the taller building is almost unaffected when the shorter building is very short, it suffers more from pounding with increasing height of the shorter building. The shorter building suffers more from the pounding with decreasing height and when its height differs substantially from that of the taller building. The minimum required separation gap to prevent pounding is increased with increasing height of the shorter building until the buildings become almost in-phase. Considering the soil effect; pounding forces are reduced, displacements and story shears are increased after pounding, and also, minimum separation gap required to prevent pounding is increased. Techno-Press 2014-11-10 Article PeerReviewed Naserkhaki, Sadegh and El-Rich, Marwan and Abd Aziz, Farah Nora Aznieta and Pourmohammad, Hassan (2014) Pounding between adjacent buildings of varying height coupled through soil. Structural Engineering and Mechanics, 52 (3). pp. 573-593. ISSN 1225-4568; ESSN: 1598-6217 http://121.183.206.200:8080/proto.board/abstractArticleContentView?journal=sem&volume=52&num=3&ordernum=8 10.12989/sem.2014.52.3.573 |
spellingShingle | Naserkhaki, Sadegh El-Rich, Marwan Abd Aziz, Farah Nora Aznieta Pourmohammad, Hassan Pounding between adjacent buildings of varying height coupled through soil |
title | Pounding between adjacent buildings of varying height coupled through soil |
title_full | Pounding between adjacent buildings of varying height coupled through soil |
title_fullStr | Pounding between adjacent buildings of varying height coupled through soil |
title_full_unstemmed | Pounding between adjacent buildings of varying height coupled through soil |
title_short | Pounding between adjacent buildings of varying height coupled through soil |
title_sort | pounding between adjacent buildings of varying height coupled through soil |
work_keys_str_mv | AT naserkhakisadegh poundingbetweenadjacentbuildingsofvaryingheightcoupledthroughsoil AT elrichmarwan poundingbetweenadjacentbuildingsofvaryingheightcoupledthroughsoil AT abdazizfarahnoraaznieta poundingbetweenadjacentbuildingsofvaryingheightcoupledthroughsoil AT pourmohammadhassan poundingbetweenadjacentbuildingsofvaryingheightcoupledthroughsoil |