Critical Earthquake Response of Elastic-Plastic Structures and Rigid Blocks under Near-Fault Ground Motions: Closed-Form Approach via Double Impulse
This eBook is the second in a series of books on the critical earthquake response of elastic-plastic structures or rigid blocks under near-fault ground motions, and includes four original research papers which were published in the specialty section Earthquake Engineering in ‘Frontiers in Built Envi...
Saved in:
Superior document: | Frontiers Theme Book |
---|---|
: | |
Year of Publication: | 2016 |
Language: | English |
Series: | Frontiers Theme Book
|
Physical Description: | 1 electronic resource (64 p.) |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
id |
993543722504498 |
---|---|
ctrlnum |
(CKB)3710000001092154 (oapen)https://directory.doabooks.org/handle/20.500.12854/44280 (EXLCZ)993710000001092154 |
collection |
bib_alma |
record_format |
marc |
spelling |
Izuru Takewaki auth Critical Earthquake Response of Elastic-Plastic Structures and Rigid Blocks under Near-Fault Ground Motions: Closed-Form Approach via Double Impulse Critical Earthquake Response of Elastic-Plastic Structures and Rigid Blocks under Near-Fault Ground Motions Frontiers Media SA 2016 1 electronic resource (64 p.) text txt rdacontent computer c rdamedia online resource cr rdacarrier Frontiers Theme Book This eBook is the second in a series of books on the critical earthquake response of elastic-plastic structures or rigid blocks under near-fault 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 book1 are included here. The first article is on the soil-structure interaction problem. The reduction of an original soil-structure interaction model into a single-degree-of-freedom (SDOF) model enables the application of the original theory for an SDOF model to such complicated soil-structure interaction model. The second article is concerned with the extension of the original theory for an SDOF model to a 2DOF model. Since the simple application of the original theory for an SDOF model to a multi-degree-of-freedom model is difficult due to out-of-phase phenomenon of multiple masses, a convex model theory is introduced and an upper bound of elastic-plastic response is derived. The third article is related to the stability problem of structures (collapse problems of structures) in which the P-delta effect is included. It is shown that the original theory for an SDOF model with elastic-perfectly plastic restoring-force characteristic can be applied to a model with negative second slope. The fourth article is an application of the energy balance approach to an overturning limit problem of rigid blocks. A closed-form expression of the overturning limit of rigid blocks is derived for the first time after the Housner’s pioneering work in 1963. The approach presented in this book, together with the first book, is an epoch-making accomplishment to open the door for simpler and deeper understanding of structural reliability of built environments in the elastic-plastic and nonlinear range. English fling-step input Critical response Long-duration ground motion double impulse forward-directivity input triple impulse robustness Near-fault ground motion Ground motion Ductility factor uncertainty resonance Structural parameter Earthquake Response Elastic-plastic response Interval analysis Multiple impulse Earthquake input energy redundancy Upper bound of input energy earthquake engineering critical excitation method Energy transfer function 2-88919-870-7 |
language |
English |
format |
eBook |
author |
Izuru Takewaki |
spellingShingle |
Izuru Takewaki Critical Earthquake Response of Elastic-Plastic Structures and Rigid Blocks under Near-Fault Ground Motions: Closed-Form Approach via Double Impulse Frontiers Theme Book |
author_facet |
Izuru Takewaki |
author_variant |
i t it |
author_sort |
Izuru Takewaki |
title |
Critical Earthquake Response of Elastic-Plastic Structures and Rigid Blocks under Near-Fault Ground Motions: Closed-Form Approach via Double Impulse |
title_full |
Critical Earthquake Response of Elastic-Plastic Structures and Rigid Blocks under Near-Fault Ground Motions: Closed-Form Approach via Double Impulse |
title_fullStr |
Critical Earthquake Response of Elastic-Plastic Structures and Rigid Blocks under Near-Fault Ground Motions: Closed-Form Approach via Double Impulse |
title_full_unstemmed |
Critical Earthquake Response of Elastic-Plastic Structures and Rigid Blocks under Near-Fault Ground Motions: Closed-Form Approach via Double Impulse |
title_auth |
Critical Earthquake Response of Elastic-Plastic Structures and Rigid Blocks under Near-Fault Ground Motions: Closed-Form Approach via Double Impulse |
title_alt |
Critical Earthquake Response of Elastic-Plastic Structures and Rigid Blocks under Near-Fault Ground Motions |
title_new |
Critical Earthquake Response of Elastic-Plastic Structures and Rigid Blocks under Near-Fault Ground Motions: Closed-Form Approach via Double Impulse |
title_sort |
critical earthquake response of elastic-plastic structures and rigid blocks under near-fault ground motions: closed-form approach via double impulse |
series |
Frontiers Theme Book |
series2 |
Frontiers Theme Book |
publisher |
Frontiers Media SA |
publishDate |
2016 |
physical |
1 electronic resource (64 p.) |
isbn |
2-88919-870-7 |
illustrated |
Not Illustrated |
work_keys_str_mv |
AT izurutakewaki criticalearthquakeresponseofelasticplasticstructuresandrigidblocksundernearfaultgroundmotionsclosedformapproachviadoubleimpulse AT izurutakewaki criticalearthquakeresponseofelasticplasticstructuresandrigidblocksundernearfaultgroundmotions |
status_str |
n |
ids_txt_mv |
(CKB)3710000001092154 (oapen)https://directory.doabooks.org/handle/20.500.12854/44280 (EXLCZ)993710000001092154 |
carrierType_str_mv |
cr |
hierarchy_parent_title |
Frontiers Theme Book |
is_hierarchy_title |
Critical Earthquake Response of Elastic-Plastic Structures and Rigid Blocks under Near-Fault Ground Motions: Closed-Form Approach via Double Impulse |
container_title |
Frontiers Theme Book |
_version_ |
1796652263658225665 |
fullrecord |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>03685nam-a2200553z--4500</leader><controlfield tag="001">993543722504498</controlfield><controlfield tag="005">20231214133438.0</controlfield><controlfield tag="006">m o d </controlfield><controlfield tag="007">cr|mn|---annan</controlfield><controlfield tag="008">202102s2016 xx |||||o ||| 0|eng d</controlfield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(CKB)3710000001092154</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(oapen)https://directory.doabooks.org/handle/20.500.12854/44280</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(EXLCZ)993710000001092154</subfield></datafield><datafield tag="041" ind1="0" ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Izuru Takewaki</subfield><subfield code="4">auth</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Critical Earthquake Response of Elastic-Plastic Structures and Rigid Blocks under Near-Fault Ground Motions: Closed-Form Approach via Double Impulse</subfield></datafield><datafield tag="246" ind1=" " ind2=" "><subfield code="a">Critical Earthquake Response of Elastic-Plastic Structures and Rigid Blocks under Near-Fault Ground Motions</subfield></datafield><datafield tag="260" ind1=" " ind2=" "><subfield code="b">Frontiers Media SA</subfield><subfield code="c">2016</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">1 electronic resource (64 p.)</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">computer</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">online resource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="490" ind1="1" ind2=" "><subfield code="a">Frontiers Theme Book</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">This eBook is the second in a series of books on the critical earthquake response of elastic-plastic structures or rigid blocks under near-fault 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 book1 are included here. The first article is on the soil-structure interaction problem. The reduction of an original soil-structure interaction model into a single-degree-of-freedom (SDOF) model enables the application of the original theory for an SDOF model to such complicated soil-structure interaction model. The second article is concerned with the extension of the original theory for an SDOF model to a 2DOF model. Since the simple application of the original theory for an SDOF model to a multi-degree-of-freedom model is difficult due to out-of-phase phenomenon of multiple masses, a convex model theory is introduced and an upper bound of elastic-plastic response is derived. The third article is related to the stability problem of structures (collapse problems of structures) in which the P-delta effect is included. It is shown that the original theory for an SDOF model with elastic-perfectly plastic restoring-force characteristic can be applied to a model with negative second slope. The fourth article is an application of the energy balance approach to an overturning limit problem of rigid blocks. A closed-form expression of the overturning limit of rigid blocks is derived for the first time after the Housner’s pioneering work in 1963. The approach presented in this book, together with the first book, is an epoch-making accomplishment to open the door for simpler and deeper understanding of structural reliability of built environments in the elastic-plastic and nonlinear range.</subfield></datafield><datafield tag="546" ind1=" " ind2=" "><subfield code="a">English</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">fling-step input</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">Critical response</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">Long-duration ground motion</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">double impulse</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">forward-directivity input</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">triple impulse</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">robustness</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">Near-fault ground motion</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">Ground motion</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">Ductility factor</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">uncertainty</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">resonance</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">Structural parameter</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">Earthquake Response</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">Elastic-plastic response</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">Interval analysis</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">Multiple impulse</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">Earthquake input energy</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">redundancy</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">Upper bound of input energy</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">earthquake engineering</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">critical excitation method</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">Energy transfer function</subfield></datafield><datafield tag="776" ind1=" " ind2=" "><subfield code="z">2-88919-870-7</subfield></datafield><datafield tag="906" ind1=" " ind2=" "><subfield code="a">BOOK</subfield></datafield><datafield tag="ADM" ind1=" " ind2=" "><subfield code="b">2023-12-15 05:54:11 Europe/Vienna</subfield><subfield code="f">system</subfield><subfield code="c">marc21</subfield><subfield code="a">2017-03-11 17:26:08 Europe/Vienna</subfield><subfield code="g">false</subfield></datafield><datafield tag="AVE" ind1=" " ind2=" "><subfield code="i">DOAB Directory of Open Access Books</subfield><subfield code="P">DOAB Directory of Open Access Books</subfield><subfield code="x">https://eu02.alma.exlibrisgroup.com/view/uresolver/43ACC_OEAW/openurl?u.ignore_date_coverage=true&portfolio_pid=5337429340004498&Force_direct=true</subfield><subfield code="Z">5337429340004498</subfield><subfield code="b">Available</subfield><subfield code="8">5337429340004498</subfield></datafield></record></collection> |