✦ LIBER ✦

An efficient time-domain soil-structure interaction analysis based on the dynamic stiffness of an unbounded soil

✍ Scribed by Yasuhiro Hayashi; Ikuo Takahashi

Publisher: John Wiley and Sons
Year: 1992
Tongue: English
Weight: 657 KB
Volume: 21
Category: Article
ISSN: 0098-8847
DOI: 10.1002/eqe.4290210904

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Non-linear soil-structure-interaction an

Non-linear soil-structure-interaction analysis using dynamic stiffness or flexibility of soil in the time domain

✍ John P. Wolf; Pius Obernhuber 📂 Article 📅 1985 🏛 John Wiley and Sons 🌐 English ⚖ 958 KB

Recursive evaluation of interaction forc

Recursive evaluation of interaction forces of unbounded soil in the time domain from dynamic-stiffness coefficients in the frequency domain

✍ John P. Wolf; Masato Motosaka 📂 Article 📅 1989 🏛 John Wiley and Sons 🌐 English ⚖ 604 KB

Non-linear soil–structure interaction an

Non-linear soil–structure interaction analysis based on the boundary-element method in time domain with application to embedded foundation

✍ John P. Wolf; Georges R. Darbre 📂 Article 📅 1986 🏛 John Wiley and Sons 🌐 English ⚖ 916 KB

Seismic analysis of non-linearly base-is

Seismic analysis of non-linearly base-isolated soil-structure interacting reactor building by way of the hybrid frequency-time-domain procedure

✍ Georges R. Darbre 📂 Article 📅 1990 🏛 John Wiley and Sons 🌐 English ⚖ 841 KB

## Abstract The seismic analysis of a reactor building on a sliding‐type base isolation is performed by way of the hybrid frequency‐time‐domain procedure. The frequency dependence of the foundation stiffness coefficients is duly accounted for in the analysis, although the problem is non‐linear. The