In this paper the e$ciency of various dissipative mechanisms to protect structures from pulse-type and near-source ground motions is examined. Physically realizable cycloidal pulses are introduced, and their resemblance to recorded near-source ground motions is illustrated. The study uncovers the co
Analytical predictions of the seismic response of friction damped timber shear walls
โ Scribed by A. Filiatrault
- Publisher
- John Wiley and Sons
- Year
- 1990
- Tongue
- English
- Weight
- 726 KB
- Volume
- 19
- Category
- Article
- ISSN
- 0098-8847
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๐ SIMILAR VOLUMES
The damage model for mortar joints proposed in the companion paper (Reference 1) is here applied to an extended approach for the evaluation of the lateral response of in-plane loaded brick masonry shear walls. The continuum model considered here is based on the simplifying assumption of an equivalen
The response of brick masonry walls to in-plane horizontal cyclic loads analogous to those induced during seismic events is analysed by applying constitutive models which take into account the mechanical behaviour of each component and its interfaces, i.e. decohesion and slipping in the mortar joint