✦ LIBER ✦

Revisiting the Basin-edge Effect at Kobe During the 1995 Hyogo-Ken Nanbu Earthquake

✍ Scribed by Soline Hallier; Emmanuel Chaljub; Michel Bouchon; Haruko Sekiguchi

Book ID: 105763724
Publisher: Springer
Year: 2008
Tongue: English
Weight: 446 KB
Volume: 165
Category: Article
ISSN: 0033-4533
DOI: 10.1007/s00024-008-0404-y

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Decametric radiation at the time of the

Decametric radiation at the time of the Hyogo-ken Nanbu Earthquake near Kobe in 1995

✍ Maeda, Koitiro; Tokimasa, Noritaka 📂 Article 📅 1996 🏛 American Geophysical Union 🌐 English ⚖ 529 KB

Localized changes in geomagnetic total i

Localized changes in geomagnetic total intensity values prior to the 1995 Hyogo-ken Nanbu (Kobe) earthquake

✍ Ken’ichi Yamazaki; Shin’ya Sakanaka 📂 Article 📅 2011 🏛 Elsevier Science 🌐 English ⚖ 761 KB

Rapid changes of the aftershock P axes 3

Rapid changes of the aftershock P axes 3 years after the 1995 Hyogo-ken Nanbu (Kobe) Earthquake

✍ Yamada, Takuji; Ando, Masataka; Katao, Hiroshi 📂 Article 📅 2001 🏛 American Geophysical Union 🌐 English ⚖ 494 KB

Verification of predicted non-linear sit

Verification of predicted non-linear site response during the 1995 Hyogo-Ken Nanbu earthquake

✍ M. Kawano; K. Asano; H. Dohi; S. Matsuda 📂 Article 📅 2000 🏛 Elsevier Science 🌐 English ⚖ 871 KB

Determination of the location of faultin

Determination of the location of faulting beneath Kobe During the 1995 Hyogo-Ken Nanbu, Japan, Earthquake from near-source particle motion

✍ Sekiguchi, Haruko; Irikura, Kojiro; Iwata, Tomotaka; Kakehi, Yasumaro; Hoshiba, 📂 Article 📅 1996 🏛 American Geophysical Union 🌐 English ⚖ 433 KB

Nonlinear response of surface soil and N

Nonlinear response of surface soil and NTT building due to soil–structure interaction during the 1995 Hyogo-ken Nanbu (Kobe) earthquake

✍ T. Inaba; H. Dohi; K. Okuta; T. Sato; H. Akagi 📂 Article 📅 2000 🏛 Elsevier Science 🌐 English ⚖ 854 KB

The 1995 Hyogo-ken Nanbu (Kobe) earthquake brought about enormous damage to structures in the Hanshin and Awaji areas. In this paper the importance of investigating the relationship between ground motion and structural damage is pointed out. Strong seismic motion was observed at the NTT (Nippon Tel