Access the full text.
Sign up today, get DeepDyve free for 14 days.
(2000)
Report on Damage due to the 1999 Chi-Chi Earthquake, Architectural Institute of Japan, Tokyo, Japan
(1966)
Two nonliner beams with definitions of ductility”, Journal of the Structural Division, ASCE, Vol
(1993)
Quick Report II on Earthquake Damage during the 1993 Hokkaido Nansei-oki Earthquake, Institute of Industrial Science, University of Tokyo, Japan
(1968)
Report on Damage due to the 1968 Tokachi-oki Earthquake, Architectural Institute of Japan, Tokyo, Japan
(1971)
Horizontal resistance of a pile-group subjected to lateral load”, Journal of JSCE, No
(1996)
An Introduction to Dynamic Soil-Structure Interaction, Architectural Institute of Japan, Tokyo, Japan
(2011)
Kyoshin Network, National Research Institute for Earth Science and Disaster Prevention, Japan
(1974)
“ Inelastic analysis of RC frame structures ”
강대언, 이강석, 이원호 (2000)
철근 콘크리트 건물의 내진 성능 ( Seismic capacity of reinforced concrete building ), 20
(2006)
Nonlinear soil–structure interaction during the earthquake”, Eighth Symposium on Dynamic Soil–Structure Interaction, Architectural Institute of Japan, Tokyo, Japan, pp
竹脇 出 (2000)
Dynamic structural design : inverse problem approach
(2008)
Preliminary report on geological disaster during the 2008 Sichuan Earthquake in China”, Japan Society for Natural Disaster Science, Vol
(1985)
Seismic capacity of existing reinforced - concrete buildings and decision criteria for strengthening ”
(1998)
Damage investigation of piles”, Fifth Symposium on Dynamic Soil–Structure Interaction, Architectural Institute of Japan, Tokyo, Japan, pp
(2006)
“ Nonlinear soil – structure interaction during the earthquake ”
B. Broms (1965)
DESIGN OF LATERALLY LOADED PILESJournal of the Soil Mechanics and Foundations Division, 91
(1997)
Report on the Hashi-Awaji Earthquake Disaster, Architectural Institute of Japan, Tokyo, Japan
日本建築学会 (1980)
AIJ standard for structural calculation of reinforced concrete structures
(2001)
The past, present, and future: soil–structure interaction”, Sixth Symposium on Dynamic Soil–Structure Interaction, Architectural Institute of Japan Tokyo, Japan, pp
J. Gutiérrez, A. Chopra (1978)
A substructure method for earthquake analysis of structures including structure‐soil interactionEarthquake Engineering & Structural Dynamics, 6
(1994)
An Introduction to Spectral Analysis of Earthquake Motions, Kajima Press, Tokyo, Japan
Y. Sugimura (1986)
THEORETICAL SOLUTIONS ON HORIZONTAL RESISTANCE OF PILE BY CONSIDERING DEGREE OF RESTRAINT FOR ROTATION AT PILE HEAD AND PILE TIPJournal of Structural and Construction Engineering (transactions of Aij), 365
(2001)
Recommendations for Design of Building Foundations, Architectural Institute of Japan, Tokyo, Japan
A. Chopra (1995)
Dynamics of Structures: Theory and Applications to Earthquake Engineering
(1991)
The present state of research”, Third Symposium on Dynamic Soil–Structure Interaction, Architectural Institute of Japan, Tokyo, Japan, pp
(1993)
Report on Damage due to the 1993 Hokkaido Nansei-oki Earthquake, Architectural Institute of Japan, Tokyo, Japan
(1975)
Nonlinear Response Spectra for Probabilistic Seismic Design and Damage Assessment of Reinforced-Concrete Structures, Report EERC 75-38
M. Giberson (1969)
Two nonlinear beams with definitions of ductilityJournal of the Structural Division, 95
S. Otani (2004)
Earthquake Resistant Design of Reinforced Concrete BuildingsJournal of Advanced Concrete Technology, 2
T. Matsumura, I. Ishizaka, Tadao Yamaji, M. Majima (1999)
DAMAGE INVESTIGATION OF THE PILED FOUNDATION AND A STUDY ON FAILURE MECHANISM OF PILES IN THE1995 HYOGOKEN-NANBU EARTHQUAKEAij Journal of Technology and Design, 5
S. Otani (1974)
Inelastic Analysis of R/C Frame StructuresJournal of the Structural Division, 100
O. Tamaki, K. Mitsuhashi, T. Imai (1971)
HORIZONTAL RESISTANCE OF A PILEGROUP SUBJECTED TO LATERAL LOAD, 1971
(2003)
New Structural Analysis for Seismic Design, Morikita Press, Tokyo, Japan
(1994)
Report of the Field Survey on Strength Capacity of Aonae Elementary School, Ban Structural Design Company, Tokyo, Japan
At present, information on foundation–structure interactions of buildings is lacking. As a result, seismic performance evaluations of buildings seldom consider the effect of foundation performance on the building response. Recent destructive earthquakes, such as the Hokkaido Nansei-oki earthquake (magnitude M = 7.8, Japan, 1993), Northridge earthquake (M = 6.7, U.S.A., 1994), Hyogoken-Nambu earthquake (M = 7.2, Japan, 1995), Chi-Chi earthquake (M = 7.6, Taiwan, 1999), Niigata Chuetsu earthquake (M = 6.8, Japan, 2004), Sichuan earthquake (M = 7.9, China, 2008), and Tohokuchiho Taiheiyo earthquake (M = 9.0, Japan, 2011), have shown that building damage is significantly affected by the degree of damage sustained by the building foundation, and by the interaction between the building and its foundation. This paper presents a new methodology for nonlinear dynamic analysis of the seismic performance of reinforced-concrete (RC) buildings considering the pile foundation–structure interaction. The proposed method is applied to an actual example building that was severely damaged during the Hokkaido Nansei-oki earthquake. The results reveal that the method proposed in this study is able to predict the seismic performance of an RC building with a pile foundation and can provide fundamental data for the seismic design of such buildings.
Advances in Structural Engineering – SAGE
Published: Jan 1, 2014
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.