Seismic response characteristics of high-rise RC wall buildings having different irregularities in lower stories

Han Seon Lee, Dong Woo Ko

Research output: Contribution to journalArticle

22 Citations (Scopus)

Abstract

Three 1:12 scale 17-story RC wall building models having different types of irregularity at the bottom two stories were subjected to the same series of simulated earthquake excitations to observe their seismic response characteristics. The first model has a symmetrical moment-resisting frame (Model 1), the second has an infilled shear wall in the central frame (Model 2), and the third has an infilled shear wall in only one of the exterior frames (Model 3) at the bottom two stories. Based on the test results, which are analyzed and compared, the following conclusions are drawn. The estimated fundamental periods for other structures than moment frames and bearing wall structures in UBC 97 and AIK 2000 appear to be reasonable. The total amounts of energy absorption by damage are similar regardless of the existence and location of the infilled shear wall. The largest energy absorption is due to overturning, followed by that due to shear deformation. The rigid upper system renders rocking behavior in the lower frame, and thereby, the self weight contributes up to about 23% of the resistance against the total overturning moment.

Original languageEnglish
Pages (from-to)3149-3167
Number of pages19
JournalEngineering Structures
Volume29
Issue number11
DOIs
Publication statusPublished - 2007 Nov 1

Fingerprint

Seismic response
Shear walls
Energy absorption
Bearings (structural)
Shear deformation
Earthquakes

Keywords

  • Buildings
  • Concrete
  • Irregularity
  • Overturning moment
  • Shaking table tests
  • Torsion

ASJC Scopus subject areas

  • Civil and Structural Engineering

Cite this

Seismic response characteristics of high-rise RC wall buildings having different irregularities in lower stories. / Lee, Han Seon; Ko, Dong Woo.

In: Engineering Structures, Vol. 29, No. 11, 01.11.2007, p. 3149-3167.

Research output: Contribution to journalArticle

@article{2b232eec8ef24435a5126cf6340fb9ba,
title = "Seismic response characteristics of high-rise RC wall buildings having different irregularities in lower stories",
abstract = "Three 1:12 scale 17-story RC wall building models having different types of irregularity at the bottom two stories were subjected to the same series of simulated earthquake excitations to observe their seismic response characteristics. The first model has a symmetrical moment-resisting frame (Model 1), the second has an infilled shear wall in the central frame (Model 2), and the third has an infilled shear wall in only one of the exterior frames (Model 3) at the bottom two stories. Based on the test results, which are analyzed and compared, the following conclusions are drawn. The estimated fundamental periods for other structures than moment frames and bearing wall structures in UBC 97 and AIK 2000 appear to be reasonable. The total amounts of energy absorption by damage are similar regardless of the existence and location of the infilled shear wall. The largest energy absorption is due to overturning, followed by that due to shear deformation. The rigid upper system renders rocking behavior in the lower frame, and thereby, the self weight contributes up to about 23{\%} of the resistance against the total overturning moment.",
keywords = "Buildings, Concrete, Irregularity, Overturning moment, Shaking table tests, Torsion",
author = "Lee, {Han Seon} and Ko, {Dong Woo}",
year = "2007",
month = "11",
day = "1",
doi = "10.1016/j.engstruct.2007.02.014",
language = "English",
volume = "29",
pages = "3149--3167",
journal = "Engineering Structures",
issn = "0141-0296",
publisher = "Elsevier BV",
number = "11",

}

TY - JOUR

T1 - Seismic response characteristics of high-rise RC wall buildings having different irregularities in lower stories

AU - Lee, Han Seon

AU - Ko, Dong Woo

PY - 2007/11/1

Y1 - 2007/11/1

N2 - Three 1:12 scale 17-story RC wall building models having different types of irregularity at the bottom two stories were subjected to the same series of simulated earthquake excitations to observe their seismic response characteristics. The first model has a symmetrical moment-resisting frame (Model 1), the second has an infilled shear wall in the central frame (Model 2), and the third has an infilled shear wall in only one of the exterior frames (Model 3) at the bottom two stories. Based on the test results, which are analyzed and compared, the following conclusions are drawn. The estimated fundamental periods for other structures than moment frames and bearing wall structures in UBC 97 and AIK 2000 appear to be reasonable. The total amounts of energy absorption by damage are similar regardless of the existence and location of the infilled shear wall. The largest energy absorption is due to overturning, followed by that due to shear deformation. The rigid upper system renders rocking behavior in the lower frame, and thereby, the self weight contributes up to about 23% of the resistance against the total overturning moment.

AB - Three 1:12 scale 17-story RC wall building models having different types of irregularity at the bottom two stories were subjected to the same series of simulated earthquake excitations to observe their seismic response characteristics. The first model has a symmetrical moment-resisting frame (Model 1), the second has an infilled shear wall in the central frame (Model 2), and the third has an infilled shear wall in only one of the exterior frames (Model 3) at the bottom two stories. Based on the test results, which are analyzed and compared, the following conclusions are drawn. The estimated fundamental periods for other structures than moment frames and bearing wall structures in UBC 97 and AIK 2000 appear to be reasonable. The total amounts of energy absorption by damage are similar regardless of the existence and location of the infilled shear wall. The largest energy absorption is due to overturning, followed by that due to shear deformation. The rigid upper system renders rocking behavior in the lower frame, and thereby, the self weight contributes up to about 23% of the resistance against the total overturning moment.

KW - Buildings

KW - Concrete

KW - Irregularity

KW - Overturning moment

KW - Shaking table tests

KW - Torsion

UR - http://www.scopus.com/inward/record.url?scp=35448998349&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=35448998349&partnerID=8YFLogxK

U2 - 10.1016/j.engstruct.2007.02.014

DO - 10.1016/j.engstruct.2007.02.014

M3 - Article

AN - SCOPUS:35448998349

VL - 29

SP - 3149

EP - 3167

JO - Engineering Structures

JF - Engineering Structures

SN - 0141-0296

IS - 11

ER -