Show/Hide Menu
Hide/Show Apps
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Open Science Policy
Open Science Policy
Communities & Collections
Communities & Collections
Help
Help
Frequently Asked Questions
Frequently Asked Questions
Guides
Guides
Thesis submission
Thesis submission
MS without thesis term project submission
MS without thesis term project submission
Publication submission with DOI
Publication submission with DOI
Publication submission
Publication submission
Supporting Information
Supporting Information
General Information
General Information
Copyright, Embargo and License
Copyright, Embargo and License
Contact us
Contact us
The response of tall buildings to far-field earthquakes and the case of a 49-storey steel building
Date
2020-06-01
Author
Muin, Sifat
Astaneh-Asl, Abolhassan
Topkaya, Cem
Metadata
Show full item record
This work is licensed under a
Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
.
Item Usage Stats
125
views
0
downloads
Cite This
This paper investigates the seismic response of an instrumented 49-storey steel structure in San Francisco to weak, far-field, and strong, near-field ground motions. The instrumentation records obtained during the 1989 Loma Prieta earthquake are used to verify the accuracy of the predictions of the time-history analysis of the model. The ChiChi-002 ground motion record from the 1992 Chi-Chi earthquake in Taiwan (PGA = 0.08 g), representing a 'weak, far-field' earthquake and the record from the 1994 Northridge-Newhall earthquake (PGA = 0.60 g) representing a 'strong, near-field' earthquake were used in the study. The results showed that the force, acceleration, and displacement responses of this long-period structure to the 'weak far-field' ground motion are much larger than its response to the 'strong, near-field' ground motion. Also, the response attenuates at a slower rate for the weak, far-field earthquake, indicating the possibility of greater damage, both to structural and non-structural elements, during the earthquake. Interim seismic design recommendations are formulated to address this issue in the design of tall buildings with long periods.
URI
https://hdl.handle.net/11511/69847
Journal
International Journal of Earthquake and Impact Engineering
DOI
https://doi.org/10.1504/ijeie.2020.105378
Collections
Department of Civil Engineering, Article
Suggestions
OpenMETU
Core
THE EFFECT OF HORIZONTAL IRREGULARITIES AND BASE ISOLATION CONFIGURATION ON SEISMIC RESPONSE OF RC BUILDINGS
Yazıcıoğlu, Eylem Bilge; Caner, Alp; Dicleli, Murat; Department of Earthquake Studies (2022-2-22)
This study aims to evaluate the effect of horizontal irregularities and base isolation configuration on the seismic response of reinforced concrete base-isolated buildings. A set of structural models with varying re-entrant corner geometric properties has been utilized to make evaluations with respect to square-symmetric ordinary form. In addition to this set, alternative models with non-uniform mass distributions in the plan have also been employed to expand the building set. Elastic response spectrum-base...
The performance of complex-structure fractured reservoirs considering natural and induced matrix block size, shape, and distribution
Al-Rbeawi, Salam (Elsevier BV, 2020-09-01)
This paper introduces an analytical approach for the performance of the fractured reservoir considering the impact of the matrix block size, shape, and distribution. The objective is better understanding the roles of the variable interporosity flow systems, fracture flowing systems, and reservoir matrix heterogeneity in the responses of the wellbore pressure drop, flow rate, cumulative production, and productivity index. This understanding could help to eliminate the uncertainties and increase the accuracy ...
Evaluation of approximate nonlinear procedures for observed response of a shear wall structure
Gulkan, Polat; Yakut, Ahmet; Kazaz, Ilker (2005-06-01)
This article presents an analytical study carried out to investigate seismic response of a lightly reinforced stiff shear wall structure subjected to ground motions classified as near- or far-field. A five-story lightly reinforced shear wall model structure that has been studied both experimentally and analytically in the context of a coordinated research project has been employed. Several response parameters were obtained by linear and nonlinear analyses under a suite of 55 ground motion records on firm so...
Analysis of the pressure fields in a swirling annular jet flow
Perçin, Mustafa; van Oudheusden, B. W. (2017-12-01)
In this paper, we investigate the flow structures and pressure fields of a free annular swirling jet flow undergoing vortex breakdown. The flow field is analyzed by means of time-resolved tomographic particle image velocimetry measurements, which enable the reconstruction of the three-dimensional time-resolved pressure fields using the governing flow equations. Both time-averaged and instantaneous flow structures are discussed, including a characterization of the first-and second-order statistical moments. ...
The Influence of different mixture design variables on thermal fatigue cracking of asphalt concrete pavements /
Arabzadeh, Ali; Güler, Murat; Department of Civil Engineering (2014)
In this study, in order to investigate the thermal fatigue resistance of naturally-aged asphalt concrete specimens, an experimental setup is developed. Mixture design variables, selected according the superpave method of design, include asphalt content, asphalt type, aggregate type, gradation and modification. In the course of this study, using the developed setup, thermal coefficients and thermal fatigue life of the asphalt concrete specimens are measured. Then, using the analysis of variance tests the sig...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
S. Muin, A. Astaneh-Asl, and C. Topkaya, “The response of tall buildings to far-field earthquakes and the case of a 49-storey steel building,”
International Journal of Earthquake and Impact Engineering
, pp. 15–39, 2020, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/69847.