Szczegóły

Tytuł artykułu

Influence of vertical ground motion on seismic responses of triple friction pendulum interlayer isolation structures

Tytuł czasopisma

Archives of Civil Engineering

Rocznik

2021

Wolumin

vol. 67

Numer

No 3

Afiliacje

Fang, Zhao : Nanjing Institute of Technology, School of Architecture Engineering, Hongjing Avenue 1, 211167 Nanjing, China ; Yan, Ping : Jiangsu Provincial Architectural D&R Institute LTD, Chuangyi Road 86, 211167 Nanjing, China

Autorzy

Słowa kluczowe

vertical ground motion ; interlayer isolation structures ; seismic responses ; triple friction pendulum

Wydział PAN

Nauki Techniczne

Zakres

581-597

Wydawca

WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES

Bibliografia


[1] K. Ryan, C. Earl. “Analysis and Design of Inter-story Isolation Systems with Nonlinear Devices,” Journal of Earthquake Engineering 14(7): pp. 1044–1062, 2010. https://doi.org/10.1080/13632461003668020
[2] D.C.Charmpis, P.Komodromos, M.C.Phocas. “Optimized earthquake response of multi‐storey buildings with seismic isolation at various elevations,” Earthquake Engineering & Structural Dynamics 41(15): pp. 2289–2310, 2012. https://doi.org/10.1002/eqe.2187
[3] H. Fakhri, G.G. Amiri. “Nonlinear Response-History Analysis of Triple Friction Pendulum Bearings (TFPB), Installed Between Stories,” 15th World Conference on Earthquake Engineering, Lisbon, 2012.
[4] A. Reggio, M.D. Angelis. “Optimal energy‐based seismic design of non‐conventional Tuned Mass Damper (TMD) implemented via inter‐story isolation,” Earthquake Engineering & Structural Dynamics 44(10): pp. 1623–1642, 2015. https://doi.org/10.1002/eqe.2548
[5] M. Rabiei, F. Khoshnoudian. “Response of multistory friction pendulum base-isolated buildings including the vertical component of earthquakes,” Canadian Journal of Civil Engineering 38(10): pp. 1045–1059, 2011. https://doi.org/10.1139/l11-064
[6] K. Faramarz, R. Montazar. “Seismic Response of Double Concave Friction Pendulum Base-Isolated Structures Considering Vertical Component of Earthquake,” Advances in Structural Engineering 13(1): pp. 1–14, 2010. https://doi.org/10.1260/1369-4332.13.1.1
[7] V. Loghman, F. Khoshnoudian, M. Banazadeh. “Effect of vertical component of earthquake on seismic response of triple concave friction pendulum base-isolated structures,” Journal of Vibration & Control 21(11): pp. 2099–2113, 2013. https://doi.org/10.1177/1077546313503359
[8] D.M. Fenz, M.C. Constantinou. “Spherical sliding isolation bearings with adaptive behavior: Theory,” Earthquake Engineering and Structural Dynamics 37(2): pp. 163-183, 2008. https://doi.org/10.1002/eqe.751
[9] D.M. Fenz, M.C. Constantinou. “Spherical sliding isolation bearings with adaptive behavior: Experimental verification,” Earthquake Engineering & Structural Dynamics 37(2): pp. 185–205, 2010. https://doi.org/10.1002/eqe.750
[10] N.D. Dao. “Seismic Response of a Full-scale 5-story Steel Frame Building Isolated by Triple Pendulum Bearings under Three-Dimensional Excitations,” Dissertations & Theses - Gradworks, University of Nevada, 2012.
[11] T.C. Becker, S.A. Mahin. “Approximating peak responses in seismically isolated buildings using generalized modal analysis,” Earthquake Engineering & Structural Dynamics 42(12): pp. 1807–1825, 2014. https://doi.org/10.1002/eqe.2299
[12] J. Sheller, M.C. Constantinou. “Response history analysis of structures with seismic isolation and energy dissipation systems: verification examples for program SAP2000,” Report No. MCEER 99-02, Multidisciplinary Center for Earthquake Engineering Research, New York, 1999.
[13] W.I. Liao, C.H. Loh, S. Wan. “Earthquake responses of RC moment frames subjected to near-fault ground motions,” Structural Design of Tall & Special Buildings 10(3): pp. 219–229, 2001. https://doi.org/10.1002/tal.178

Data

2021.09.08

Typ

Article

Identyfikator

DOI: 10.24425/ace.2021.138072 ; ISSN 1230-2945
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