✦ LIBER ✦

Identification of the non-linear behaviour of liquefied and non-liquefied soils during the 1995 Kobe earthquake

✍ Scribed by Olga V. Pavlenko; Kojiro Irikura

Book ID: 108746633
Publisher: John Wiley and Sons
Year: 2005
Tongue: English
Weight: 796 KB
Volume: 160
Category: Article
ISSN: 0956-540X
DOI: 10.1111/j.1365-246x.2005.02230.x

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Identification of non-linear and non-sta

Identification of non-linear and non-stationary soil properties during the 1995 Hyogoken-nanbu earthquake

✍ A. Mikami; T. Sawada; T. Ekawa 📂 Article 📅 2003 🏛 Elsevier Science 🌐 English ⚖ 388 KB

Straightforward methods to detect non-li

Straightforward methods to detect non-linear response of the soil. Application to the recordings of the Kobe earthquake (Japan, 1995)

✍ C. Lacave-Lachet; P.Y. Bard; J.C. Gariel; K. Irikura 📂 Article 📅 2000 🏛 Springer 🌐 English ⚖ 288 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

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

Simultaneous identification of time and

Simultaneous identification of time and space variant dynamic soil properties during the 1995 Hyogoken-Nanbu earthquake

✍ A. Mikami; T. Sawada 📂 Article 📅 2005 🏛 Elsevier Science 🌐 English ⚖ 532 KB

Time and space variant soil properties at a liquefied site were simultaneously identified in the time domain by using borehole array strong motion records. During soil liquefaction at a site, soils usually show a wide variety of non-linear behavior along the depth as well as nonstationary behavior.

Three-dimensional non-linear soil-buildi

Three-dimensional non-linear soil-building interaction analysis in the lakebed zone of Mexico city during the hypothetical Guerrero earthquake

✍ Iida, Masahiro 📂 Article 📅 1998 🏛 John Wiley and Sons 🌐 English ⚖ 304 KB 👁 2 views

The 1985 Michoacan earthquake (M"8)1) caused very severe damage to mid-rise buildings in the lakebed zone of Mexico City, which is approximately 400 km from the epicentre in the Pacific Ocean. In the present study, we perform a three-dimensional (3-D) non-linear soil-building interaction analysis fo