Collapse modes of structures under strong motions of earthquake
Under strong motion earthquakes, structures receive various types of damage. The most fatal damage is the loss of lateral strengths of a structure. The loss of lateral resistance causes a total collapse of the structure due to the P-d effect associated with the lateral displacements and the gravity...
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Format: | Article |
Language: | English |
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Istituto Nazionale di Geofisica e Vulcanologia (INGV)
2002-06-01
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Series: | Annals of Geophysics |
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Online Access: | http://www.annalsofgeophysics.eu/index.php/annals/article/view/3548 |
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author | H. Akiyama |
author_facet | H. Akiyama |
author_sort | H. Akiyama |
collection | DOAJ |
description | Under strong motion earthquakes, structures receive various types of damage. The most fatal damage is the loss of lateral strengths of a structure. The loss of lateral resistance causes a total collapse of the structure due to the P-d effect associated with the lateral displacements and the gravity loading. To eliminate such a collapse mode, to introduce into the ordinary stiff structure a flexible element which remains elastic is very effective. The flexible-stiff mixed structure can behave preferably in many aspects under strong earthquakes. |
first_indexed | 2024-12-22T13:48:28Z |
format | Article |
id | doaj.art-62da151bf36247c1a80a93c66a7aff42 |
institution | Directory Open Access Journal |
issn | 1593-5213 2037-416X |
language | English |
last_indexed | 2024-12-22T13:48:28Z |
publishDate | 2002-06-01 |
publisher | Istituto Nazionale di Geofisica e Vulcanologia (INGV) |
record_format | Article |
series | Annals of Geophysics |
spelling | doaj.art-62da151bf36247c1a80a93c66a7aff422022-12-21T18:23:43ZengIstituto Nazionale di Geofisica e Vulcanologia (INGV)Annals of Geophysics1593-52132037-416X2002-06-0145610.4401/ag-3548Collapse modes of structures under strong motions of earthquakeH. AkiyamaUnder strong motion earthquakes, structures receive various types of damage. The most fatal damage is the loss of lateral strengths of a structure. The loss of lateral resistance causes a total collapse of the structure due to the P-d effect associated with the lateral displacements and the gravity loading. To eliminate such a collapse mode, to introduce into the ordinary stiff structure a flexible element which remains elastic is very effective. The flexible-stiff mixed structure can behave preferably in many aspects under strong earthquakes.http://www.annalsofgeophysics.eu/index.php/annals/article/view/3548collapse modedamage concentrationP-d effectflexible-stiff mixed structure |
spellingShingle | H. Akiyama Collapse modes of structures under strong motions of earthquake Annals of Geophysics collapse mode damage concentration P-d effect flexible-stiff mixed structure |
title | Collapse modes of structures under strong motions of earthquake |
title_full | Collapse modes of structures under strong motions of earthquake |
title_fullStr | Collapse modes of structures under strong motions of earthquake |
title_full_unstemmed | Collapse modes of structures under strong motions of earthquake |
title_short | Collapse modes of structures under strong motions of earthquake |
title_sort | collapse modes of structures under strong motions of earthquake |
topic | collapse mode damage concentration P-d effect flexible-stiff mixed structure |
url | http://www.annalsofgeophysics.eu/index.php/annals/article/view/3548 |
work_keys_str_mv | AT hakiyama collapsemodesofstructuresunderstrongmotionsofearthquake |