A series of studies was conducted on three buildings of steel reinforced concrete structures with RC shear walls damaged in the 1995 Hyogo-ken Nanbu earthquake. These buildings are located in an area where structural damage centred around. Two of these buildings suffered severe damage, while the thi
DAMAGE DIRECTIVITY IN BURIED PIPELINES OF KOBE CITY DURING THE 1995 EARTHQUAKE
✍ Scribed by TAKADA∗, SHIRO; HASSANI†, NEMAT; FUKUDA‡, KATSUMI
- Book ID
- 126824942
- Publisher
- Taylor and Francis Group
- Year
- 2002
- Tongue
- English
- Weight
- 456 KB
- Volume
- 6
- Category
- Article
- ISSN
- 1363-2469
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## Abstract The 1995 Kobe earthquake caused unprecedented damage to buildings and civil infrastructures in the city of Kobe and its surrounding areas. In order to evaluate the structural damage in this area due to the earthquake, it is important to estimate the distribution of earthquake ground mot
To estimate the amplification characteristics of ground motions in the heavily damaged belt zone in Kobe City during the 1995 Hyogo-ken Nanbu earthquake, 3D wave propagation analyses of a 2D deep irregular underground structure model with a vertical discontinuity were performed at an early stage as