2019
DOI: 10.3390/geosciences9080336
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Suitability Analysis for the Emergency Shelters Allocation after an Earthquake in Japan

Abstract: Japan is exposed to several natural phenomena; the damages caused by earthquakes were enormous in particular. An emergency shelter is a place for people to temporarily live when they cannot remain in their previous homes, and it is necessary for each community to, respectively, allocate such facilities in Japan. There are the districts that are short of such facilities, especially in rural and suburban areas, because emergency shelters mainly concentrate near large-scale stations and city centres in Japan. Aga… Show more

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Cited by 14 publications
(9 citation statements)
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“…The first semi-prefabricated RC floors were applied after 1930, and monolithic RC floors after 1964. Also, after the earthquake in Skopje in 1963, masonry buildings all over former SFRY were built systematically with horizontal tiebeams and with vertical tie-columns in order to obtain confined masonry [4]. Table 3 shows the number of dwellings according to the year of construction in the whole Croatia based on Census 2011 [45].…”
Section: Review Of Existing Building Taxonomiesmentioning
confidence: 99%
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“…The first semi-prefabricated RC floors were applied after 1930, and monolithic RC floors after 1964. Also, after the earthquake in Skopje in 1963, masonry buildings all over former SFRY were built systematically with horizontal tiebeams and with vertical tie-columns in order to obtain confined masonry [4]. Table 3 shows the number of dwellings according to the year of construction in the whole Croatia based on Census 2011 [45].…”
Section: Review Of Existing Building Taxonomiesmentioning
confidence: 99%
“…The first semi-prefabricated RC floors were applied after 1930, and monolithic RC floors after 1964. Also, after the earthquake in Skopje in 1963, masonry buildings all over former SFRY were built systematically with horizontal tie-beams and with vertical tie-columns in order to obtain confined masonry [4]. Also, after the 1963 Skopje earthquake, the load-bearing system in reinforced concrete structures (RC frames and RC shear walls) were built with respect to the provisions of the seismic regulations introduced in 1964 (i.e., after the 1963 Skopje earthquake) and in 1981 (i.e., after the 1979 Montenegro (coast) earthquake).…”
Section: Review Of Existing Building Taxonomiesmentioning
confidence: 99%
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“…Issues pertaining to emergency shelters as well as the use of open spaces have been discussed globally, including the optimization of shelter location [ 5 , 6 ], selection criteria of open spaces [ 7 ] and so forth. Despite their proposals, these models and experiences are rarely fully understood in the context of being lessons for actual construction projects.…”
Section: Introductionmentioning
confidence: 99%
“…The paper "Suitability Analysis for the Emergency Shelters Allocation after an Earthquake in Japan" by T. Akamatsu and K. Yamamoto [15] presents an applied statistical method and public open data related to population and emergency shelters, with the aim to quantitatively conduct a suitability analysis for the allocation of emergency shelters after an earthquake in Japan, in a GIS environment. The results show the districts that lack emergency shelters, and visually show the places where such facilities should be newly established on the digital map of GIS.…”
mentioning
confidence: 99%