Evaluation of Building Resilience Under Earthquake Input Using Single, Double and Multiple Impulses

This eBook is the third in a series of books on the critical earthquake response of elastic or elastic-plastic structures under near-fault or long-duration ground motions, and includes four original research papers which were published in the specialty section Earthquake Engineering in ‘Frontiers in...

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Egile nagusia: Izuru Takewaki
Formatua: Online
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Argitaratua: Frontiers Media SA 2021
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Sarrera elektronikoa:29600
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author Izuru Takewaki
author_browse Izuru Takewaki
author_facet Izuru Takewaki
author_sort Izuru Takewaki
collection Directory of Open Access Books
description This eBook is the third in a series of books on the critical earthquake response of elastic or elastic-plastic structures under near-fault or long-duration ground motions, and includes four original research papers which were published in the specialty section Earthquake Engineering in ‘Frontiers in Built Environment’. Several extensions of the first eBook and the second eBook are included here. The first article is on the earthquake resilience of residential houses after repeated ground motions with high intensity. The 2016 Kumamoto earthquake brought a significant impact on the earthquake resilience of residential houses under repeated ground motions with high intensity in a few days. The necessary strength upgrade withstanding two repeated high-intensity ground motions was found to be 1.5. The second article is concerned with the smart enhancement of earthquake resilience of building structures under both near-fault and long-duration ground motions. A hybrid system of base-isolation and building connection control was proposed and its earthquake resilience to near-fault and long-duration ground motions was evaluated by a double impulse and a multiple impulse. It was demonstrated that the base-isolation is effective for near-fault ground motions and the building connection system using passive dampers is effective for long-duration ground motions. The third article is related to the robustness evaluation of elastic-plastic base-isolated high-rise buildings under resonant near-fault ground motions. The robustness function was introduced to evaluate quantitatively the robustness of elastic-plastic base-isolated high-rise buildings. The fourth article is an extension of the previously proposed energy balance approach to a bilinear elastic-plastic single-degree-of-freedom system under a long-duration sinusoidal ground motion. A historical difficulty in nonlinear vibration posed by Caughey (1960) and Iwan (1961) has been overcome in a smart manner after half a century. The approach presented in this eBook, together with the previous eBooks, is an epoch-making accomplishment to open the door for simpler and deeper understanding of structural reliability and resilience of built environments in the elastic-plastic and nonlinear range.
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spelling doab-20.500.12854ir-470962024-04-11T15:11:30Z Evaluation of Building Resilience Under Earthquake Input Using Single, Double and Multiple Impulses Izuru Takewaki TA1-2040 TA170-171 Building Base isolation Energy balance Earthquake response Structural control Robustness Earthquake ground motion Seismic resistance Impulse Resilience thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues::TBX History of engineering and technology This eBook is the third in a series of books on the critical earthquake response of elastic or elastic-plastic structures under near-fault or long-duration ground motions, and includes four original research papers which were published in the specialty section Earthquake Engineering in ‘Frontiers in Built Environment’. Several extensions of the first eBook and the second eBook are included here. The first article is on the earthquake resilience of residential houses after repeated ground motions with high intensity. The 2016 Kumamoto earthquake brought a significant impact on the earthquake resilience of residential houses under repeated ground motions with high intensity in a few days. The necessary strength upgrade withstanding two repeated high-intensity ground motions was found to be 1.5. The second article is concerned with the smart enhancement of earthquake resilience of building structures under both near-fault and long-duration ground motions. A hybrid system of base-isolation and building connection control was proposed and its earthquake resilience to near-fault and long-duration ground motions was evaluated by a double impulse and a multiple impulse. It was demonstrated that the base-isolation is effective for near-fault ground motions and the building connection system using passive dampers is effective for long-duration ground motions. The third article is related to the robustness evaluation of elastic-plastic base-isolated high-rise buildings under resonant near-fault ground motions. The robustness function was introduced to evaluate quantitatively the robustness of elastic-plastic base-isolated high-rise buildings. The fourth article is an extension of the previously proposed energy balance approach to a bilinear elastic-plastic single-degree-of-freedom system under a long-duration sinusoidal ground motion. A historical difficulty in nonlinear vibration posed by Caughey (1960) and Iwan (1961) has been overcome in a smart manner after half a century. The approach presented in this eBook, together with the previous eBooks, is an epoch-making accomplishment to open the door for simpler and deeper understanding of structural reliability and resilience of built environments in the elastic-plastic and nonlinear range. 2021-02-11T13:09:58Z 2021-02-11T13:09:58Z 2018-11-16 17:17:57 2017 book 29600 16648714 9782889452705 https://directory.doabooks.org/handle/20.500.12854/47096 eng Frontiers Research Topics image/jpeg Attribution 4.0 International https://www.frontiersin.org/books/Evaluation_of_Building_Resilience_under_Earthquake_Input_Using_Single_Double_and_Multiple_Impulses/1313 Frontiers Media SA 10.3389/978-2-88945-270-5 10.3389/978-2-88945-270-5 bf5ce210-e72e-4860-ba9b-c305640ff3ae 9782889452705 61 open access
spellingShingle TA1-2040
TA170-171
Building
Base isolation
Energy balance
Earthquake response
Structural control
Robustness
Earthquake ground motion
Seismic resistance
Impulse
Resilience
thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues::TBX History of engineering and technology
Izuru Takewaki
Evaluation of Building Resilience Under Earthquake Input Using Single, Double and Multiple Impulses
title Evaluation of Building Resilience Under Earthquake Input Using Single, Double and Multiple Impulses
title_full Evaluation of Building Resilience Under Earthquake Input Using Single, Double and Multiple Impulses
title_fullStr Evaluation of Building Resilience Under Earthquake Input Using Single, Double and Multiple Impulses
title_full_unstemmed Evaluation of Building Resilience Under Earthquake Input Using Single, Double and Multiple Impulses
title_short Evaluation of Building Resilience Under Earthquake Input Using Single, Double and Multiple Impulses
title_sort evaluation of building resilience under earthquake input using single double and multiple impulses
topic TA1-2040
TA170-171
Building
Base isolation
Energy balance
Earthquake response
Structural control
Robustness
Earthquake ground motion
Seismic resistance
Impulse
Resilience
thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues::TBX History of engineering and technology
topic_facet TA1-2040
TA170-171
Building
Base isolation
Energy balance
Earthquake response
Structural control
Robustness
Earthquake ground motion
Seismic resistance
Impulse
Resilience
thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues::TBX History of engineering and technology
url 29600
work_keys_str_mv AT izurutakewaki evaluationofbuildingresilienceunderearthquakeinputusingsingledoubleandmultipleimpulses