✦ LIBER ✦

Simplified soil-structure interaction analysis with strain dependent soil properties

✍ Scribed by A.H. Hadjian; D. Niehoff; J. Guss

Publisher: Elsevier Science
Year: 1974
Tongue: English
Weight: 869 KB
Volume: 31
Category: Article
ISSN: 0029-5493
DOI: 10.1016/0029-5493(75)90143-0

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Efficient modal analysis for structures

Efficient modal analysis for structures with soil-structure interaction

✍ Wen-Hwa Wu; H. Allison Smith 📂 Article 📅 1995 🏛 John Wiley and Sons 🌐 English ⚖ 884 KB

Simplified analysis of the dynamic soil–

Simplified analysis of the dynamic soil–structure interaction of a portal frame railway bridge

✍ Mahir Ülker-Kaustell; Raid Karoumi; Costin Pacoste 📂 Article 📅 2010 🏛 Elsevier Science 🌐 English ⚖ 823 KB

A simplified seismic analysis of rigid b

A simplified seismic analysis of rigid base liquid storage tanks under vertical exicitation with soil-structure interaction

✍ Medhat A. Haroun; Essam A. Abdel-Hafiz 📂 Article 📅 1986 🏛 Elsevier Science 🌐 English ⚖ 834 KB

Earthquake response analysis of the Hual

Earthquake response analysis of the Hualien soil–structure interaction system based on updated soil properties using forced vibration test data

✍ Jun-Seong Choi; Chung-Bang Yun; Jae-Min Kim 📂 Article 📅 2000 🏛 John Wiley and Sons 🌐 English ⚖ 926 KB

Dynamic soil-structure interaction analy

Dynamic soil-structure interaction analysis using Lanczos vectors with adaptive time integration technique

✍ Venugopala Rao, R.; Kameswara Rao, N. S. V. 📂 Article 📅 1999 🏛 John Wiley and Sons 🌐 English ⚖ 188 KB 👁 1 views

An analytical procedure to obtain the response of soil}structure interaction problems, time domain is described. The procedure makes use of large domain for descritization along with co-ordinate transformation using Lanczos vectors. The responses are obtained in time domain using an adaptive direct

Time-domain soil–structure interaction a

Time-domain soil–structure interaction analysis in two-dimensional medium based on analytical frequency-dependent infinite elements

✍ Doo-Kie Kim; Chung-Bang Yun 📂 Article 📅 2000 🏛 John Wiley and Sons 🌐 English ⚖ 280 KB 👁 1 views

A direct method for soil}structure interaction analysis in two-dimensional medium is presented in time domain, which is based on the transformation of the analytical frequency-dependent dynamic sti!ness matrix. The present dynamic sti!ness matrix for the far-"eld region is constructed by assembling