𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Uplift in seismic response of pile supported buildings

✍ Scribed by L. El Hifnawy; M. Novak


Publisher
John Wiley and Sons
Year
1986
Tongue
English
Weight
903 KB
Volume
14
Category
Article
ISSN
0098-8847

No coin nor oath required. For personal study only.


πŸ“œ SIMILAR VOLUMES


Seismic response of segmental buildings
✍ Tso-Chien Pan; Shih-Fu Ling; Wei Cui πŸ“‚ Article πŸ“… 1995 πŸ› John Wiley and Sons 🌐 English βš– 493 KB

This paper proposes an aseismic design concept in which the superstructure of a base-isolated building is divided into several segments. Each segment may comprise a few storeys and is interconnected by additional vibrational isolation systems. The dynamic characteristics of the segmental buildings a

Seismic response and damage analysis of
✍ Rodriguez, Mario E.; Montes, Roberto πŸ“‚ Article πŸ“… 2000 πŸ› John Wiley and Sons 🌐 English βš– 227 KB πŸ‘ 1 views

The investigation reported in this paper studies the e!ects of soil}structure interaction (SSI) on the seismic response and damage of building}foundation systems. A simple structural model is used for conducting a parametric study using a typical record obtained in the soft soil area of Mexico City

Seismic response of light equipment in t
✍ Yeong-Bin Yang; Wei-Hsi Huang πŸ“‚ Article πŸ“… 1993 πŸ› John Wiley and Sons 🌐 English βš– 858 KB

## Abstract This paper attempts to study the response of light equipment items attached to a multi‐storey building that may be subjected to large torsional deformations during the earthquake excitation. To account for the effect of torsion and translation, each storey of the building is modelled as

Response of seismically isolated buildin
✍ Petros Komodromos; Panayiotis C. Polycarpou; Loizos Papaloizou; Marios C. Phocas πŸ“‚ Article πŸ“… 2007 πŸ› John Wiley and Sons 🌐 English βš– 512 KB

## Abstract Numerical simulations and parametric studies have been used to investigate the influence of potential poundings of seismically isolated buildings with adjacent structures on the effectiveness of seismic isolation. Poundings are assumed to occur at the isolation level between the seismic