✦ LIBER ✦

Non-linear viscoelastic modelling of earthquake-induced structural pounding

✍ Scribed by Robert Jankowski

Publisher: John Wiley and Sons
Year: 2005
Tongue: English
Weight: 515 KB
Volume: 34
Category: Article
ISSN: 0098-8847
DOI: 10.1002/eqe.434

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Pounding of structures modelled as non-l

Pounding of structures modelled as non-linear impacts of two oscillators

✍ K. T. Chau; X. X. Wei 📂 Article 📅 2001 🏛 John Wiley and Sons 🌐 English ⚖ 158 KB

Hybrid experiments on non-linear earthqu

Hybrid experiments on non-linear earthquake-induced soil-structure interaction

✍ Kenzo Toki; Tadanobu Sato; Junji Kiyono; Nozar Kishi Garmroudi; Susumu Emi; Masa 📂 Article 📅 1990 🏛 John Wiley and Sons 🌐 English ⚖ 741 KB

Non-linear seismic soil-structure interaction is studied through a hybrid procedure using the pseudo-dynamic testing (PDT) method which is modified to take into account frequency dependence and developed for foundation-soil systems. The numerical scheme used in conventional PDT is improved by introd

Use of non-linear localization for isola

Use of non-linear localization for isolating structures from earthquake-induced motions

✍ Vakakis, Alexander F.; Kounadis, Anthony N.; Raftoyiannis, Ioannis G. 📂 Article 📅 1999 🏛 John Wiley and Sons 🌐 English ⚖ 240 KB 👁 2 views

The dynamic response due to earthquake-induced excitations of multi-storey buildings simulated by a cantilever (with attached concentrated masses) supported on a flexible foundation, is reconsidered when stiffness non-linearities are included. To this end, a suitable non-linear spring-mass device is

Analytical expression between the impact

Analytical expression between the impact damping ratio and the coefficient of restitution in the non-linear viscoelastic model of structural pounding

✍ Robert Jankowski 📂 Article 📅 2006 🏛 John Wiley and Sons 🌐 English ⚖ 92 KB

## Abstract Earthquake‐induced structural pounding has been recently intensively studied with the help of different models of impact force. It has been verified through comparisons, that the non‐linear viscoelastic model may be considered somewhat the most accurate one among them. The aim of this s

Experimental study on earthquake-induced

Experimental study on earthquake-induced pounding between structural elements made of different building materials

✍ Robert Jankowski 📂 Article 📅 2009 🏛 John Wiley and Sons 🌐 English ⚖ 742 KB

Identification of linear structural syst

Identification of linear structural systems using earthquake-induced vibration data

✍ Luş, H.; Betti, R.; Longman, R. W. 📂 Article 📅 1999 🏛 John Wiley and Sons 🌐 English ⚖ 219 KB 👁 2 views

This paper addresses the issue of system identi"cation for linear structural systems using earthquake induced time histories of the structural response. The proposed methodology is based on the Eigensystem Realization Algorithm (ERA) and on the Observer/Kalman "lter IDenti"cation (OKID) approach to