A STUDY ON EFFECT OF CUSHIONS INSTALLED IN A SEISMICALLY ISOLATED HIGH-RISE STRUCTURE UNDER LONG-PERIOD GROUND MOTIONS

AIJ Journal of Technology and Design ◽

10.3130/aijt.23.809 ◽

2017 ◽

Vol 23 (55) ◽

pp. 809-814 ◽

Author(s):

Shigeo MINEWAKI ◽

Hiroki HAMAGUCHI ◽

Takahiro KINOSHITA ◽

Akira NISHIMURA ◽

Shuya FUTATSUGI ◽

...

Keyword(s):

Ground Motions ◽

High Rise ◽

Long Period ◽

Seismically Isolated

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AMPLIFICATION FACTOR OF VERTICAL DISTRIBUTION OF SHEAR FORCE COEFFICIENT FOR SEISMICALLY ISOLATED BUILDINGS CORRESPONDING TO INPUT LEVEL OF DESIGN LONG-PERIOD AND LONG-DURATION GROUND MOTIONS

Journal of Structural and Construction Engineering (Transactions of AIJ) ◽

10.3130/aijs.85.1545 ◽

2020 ◽

Vol 85 (778) ◽

pp. 1545-1553

Author(s):

Masahito KOBAYASHI ◽

Masataka GODA

Keyword(s):

Vertical Distribution ◽

Shear Force ◽

Amplification Factor ◽

Ground Motions ◽

Force Coefficient ◽

Long Period ◽

Long Duration ◽

Seismically Isolated ◽

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APPLICABILITY OF AMPLIFICATION FACTOR OF VERTICAL DISTRIBUTION OF SHEAR FORCE COEFFICIENT FOR SEISMICALLY ISOLATED BUILDINGS TO LONG-PERIOD AND LONG-DURATION GROUND MOTIONS

Journal of Structural and Construction Engineering (Transactions of AIJ) ◽

10.3130/aijs.84.617 ◽

2019 ◽

Vol 84 (759) ◽

pp. 617-626

Author(s):

Masahito KOBAYASHI ◽

Kenya ISHIMOTO

Keyword(s):

Vertical Distribution ◽

Shear Force ◽

Amplification Factor ◽

Ground Motions ◽

Force Coefficient ◽

Long Period ◽

Long Duration ◽

Seismically Isolated

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IDA-based seismic fragility of high-rise frame-core tube structure subjected to multi-dimensional long-period ground motions

Journal of Building Engineering ◽

10.1016/j.jobe.2021.102917 ◽

2021 ◽

pp. 102917

Author(s):

Yu Cheng ◽

Yao-Rong Dong ◽

Guo-Liang Bai ◽

Yuan-Yuan Wang

Keyword(s):

Ground Motions ◽

Seismic Fragility ◽

Core Tube ◽

High Rise ◽

Long Period ◽

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Resonant behaviour of base-isolated high-rise buildings under long-period ground motions

The Structural Design of Tall and Special Buildings ◽

10.1002/tal.298 ◽

2006 ◽

Vol 15 (3) ◽

pp. 325-338 ◽

Author(s):

T. Ariga ◽

Y. Kanno ◽

I. Takewaki

Keyword(s):

Ground Motions ◽

High Rise ◽

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Component-Level Seismic Performance Assessment of Instrumented Super High-Rise Buildings under Bidirectional Long-Period Ground Motions

Journal of Structural Engineering ◽

10.1061/(asce)st.1943-541x.0002894 ◽

2021 ◽

Vol 147 (2) ◽

pp. 04020324

Author(s):

You-Lin Xu ◽

Rongpan Hu

Keyword(s):

Performance Assessment ◽

Seismic Performance ◽

Ground Motions ◽

Seismic Performance Assessment ◽

Component Level ◽

High Rise ◽

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Earthquake response control of a super high‐rise structure subjected to long‐period ground motions via a novel viscous damped system with multilever mechanism

The Structural Design of Tall and Special Buildings ◽

10.1002/tal.1600 ◽

2019 ◽

Vol 28 (7) ◽

pp. e1600 ◽

Author(s):

Wenguang Liu ◽

Yan Guo ◽

Xiuling Dong ◽

Wenfu He

Keyword(s):

Ground Motions ◽

Earthquake Response ◽

Response Control ◽

High Rise ◽

Long Period ◽

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The 2011 off the Pacific coast of Tohoku earthquake and response of high-rise buildings under long-period ground motions

Soil Dynamics and Earthquake Engineering ◽

10.1016/j.soildyn.2011.06.001 ◽

2011 ◽

Vol 31 (11) ◽

pp. 1511-1528 ◽

Author(s):

I. Takewaki ◽

S. Murakami ◽

K. Fujita ◽

S. Yoshitomi ◽

M. Tsuji

Keyword(s):

Pacific Coast ◽

Ground Motions ◽

Tohoku Earthquake ◽

High Rise ◽

Long Period ◽

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Optimal multi‐type sensor placement for monitoring high‐rise buildings under bidirectional long‐period ground motions

Structural Control and Health Monitoring ◽

10.1002/stc.2541 ◽

2020 ◽

Vol 27 (6) ◽

Author(s):

Rong‐Pan Hu ◽

You‐Lin Xu ◽

Xin Zhao

Keyword(s):

Ground Motions ◽

Sensor Placement ◽

High Rise ◽

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STRUCTURAL CHARACTERISTICS OF EXISTING SEISMICALLY ISOLATED BUILDINGS ANALYSED BY TIME HISTORY BASED ON DATABASE AND ESTIMATION TO LONG PERIOD GROUND MOTIONS

AIJ Journal of Technology and Design ◽

10.3130/aijt.22.901 ◽

2016 ◽

Vol 22 (52) ◽

pp. 901-904

Author(s):

Koichi MORITA ◽

Namihiko INOUE

Keyword(s):

Structural Characteristics ◽

Ground Motions ◽

Time History ◽

Long Period ◽

Seismically Isolated

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Seismic Behavior and Collapse of Existing High-Rise Steel Frame Buildings Subjected to Long Period Ground Motions Considering Strength Deterioration

Proceedings of the 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures ◽

10.3850/978-981-07-2615-7_268 ◽

2012 ◽

Author(s):

Yongtao Bai ◽

Akihiko Kawano ◽

Shintaro Matsuo

Keyword(s):

Seismic Behavior ◽

Ground Motions ◽

Steel Frame ◽

Strength Deterioration ◽

High Rise ◽

Long Period ◽

Frame Buildings ◽

Steel Frame Buildings

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