Procedure to predict the storey where plastic drift dominates in two-storey building under strong ground motion

Publication: Research - peer-reviewJournal article – Annual report year: 2009

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Procedure to predict the storey where plastic drift dominates in two-storey building under strong ground motion. / Hibino, Y.; Ichinose, T.; Costa, J.L.D.; Nielsen, Mogens Peter.

In: Earthquake Engineering and Structural Dynamics, Vol. 38, No. 7, 2009, p. 929-939.

Publication: Research - peer-reviewJournal article – Annual report year: 2009

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Author

Hibino, Y.; Ichinose, T.; Costa, J.L.D.; Nielsen, Mogens Peter / Procedure to predict the storey where plastic drift dominates in two-storey building under strong ground motion.

In: Earthquake Engineering and Structural Dynamics, Vol. 38, No. 7, 2009, p. 929-939.

Publication: Research - peer-reviewJournal article – Annual report year: 2009

Bibtex

@article{f2bc6e42508b4af9ae9c20c313d26120,
title = "Procedure to predict the storey where plastic drift dominates in two-storey building under strong ground motion",
keywords = "plastic drift, elasto-plastic model, rigid-plastic model, storey collapse, seismic response",
publisher = "JohnWiley & Sons Ltd.",
author = "Y. Hibino and T. Ichinose and J.L.D. Costa and Nielsen, {Mogens Peter}",
year = "2009",
doi = "10.1002/eqe.874",
volume = "38",
number = "7",
pages = "929--939",
journal = "Earthquake Engineering and Structural Dynamics",
issn = "0098-8847",

}

RIS

TY - JOUR

T1 - Procedure to predict the storey where plastic drift dominates in two-storey building under strong ground motion

A1 - Hibino,Y.

A1 - Ichinose,T.

A1 - Costa,J.L.D.

A1 - Nielsen,Mogens Peter

AU - Hibino,Y.

AU - Ichinose,T.

AU - Costa,J.L.D.

AU - Nielsen,Mogens Peter

PB - JohnWiley & Sons Ltd.

PY - 2009

Y1 - 2009

N2 - A procedure is presented to predict the storey where plastic drift dominates in two-storey buildings under strong ground motion. The procedure utilizes the yield strength and the mass of each storey as well as the peak ground acceleration. The procedure is based on two different assumptions: (1) the seismic force distribution is of inverted triangular form and (2) the rigid-plastic model represents the system. The first and the second assumptions, respectively, lead to lower and upper estimates of the base shear coefficient under which the drift of the first storey exceeds that of the second storey. The efficiency of the procedure is verified by dynamic response analyses using elasto-plastic model.

AB - A procedure is presented to predict the storey where plastic drift dominates in two-storey buildings under strong ground motion. The procedure utilizes the yield strength and the mass of each storey as well as the peak ground acceleration. The procedure is based on two different assumptions: (1) the seismic force distribution is of inverted triangular form and (2) the rigid-plastic model represents the system. The first and the second assumptions, respectively, lead to lower and upper estimates of the base shear coefficient under which the drift of the first storey exceeds that of the second storey. The efficiency of the procedure is verified by dynamic response analyses using elasto-plastic model.

KW - plastic drift

KW - elasto-plastic model

KW - rigid-plastic model

KW - storey collapse

KW - seismic response

U2 - 10.1002/eqe.874

DO - 10.1002/eqe.874

JO - Earthquake Engineering and Structural Dynamics

JF - Earthquake Engineering and Structural Dynamics

SN - 0098-8847

IS - 7

VL - 38

SP - 929

EP - 939

ER -