New Zealand contributions to the global earthquake model’s earthquake consequences database (GEMECD) [PDF]
The Global Earthquake Model’s (GEM) Earthquake Consequences Database (GEMECD) aims to develop, for the first time, a standardised framework for collecting and collating geocoded consequence data induced by primary and secondary seismic hazards to ...
Bocchini, G. +5 more
core
In-plane and out-of plane experimental characterization of rc masonry infilled frames [PDF]
Seismic investigations of typical south European masonry infilled frames were performed by testing two reduced scale specimens: one in the in-plane direction and another in the out-ofplane direction.
Akhound, Farhad +4 more
core
Structural frames with masonry infill panels make up a significant portion of the buildings constructed in earthquake-prone areas prior to the developing of the seismic design standards.
Mohammad Amin Hariri-Ardebili +2 more
doaj +1 more source
A brief overview on the retrofitting possibilities of masonry infill walls [PDF]
This work presents a brief review on the seismic behavior on non-loadbearing masonry walls used as masonry infills. O Some examples of inefficient performance are shown based on information available of recent earthquakes.
Abreu, S. +3 more
core
Modelling of Unreinforced Masonry Infill Panels [PDF]
TREVOR NEVILLE, WESLEY JARVIS
openaire +1 more source
In many developing countries, masonry infill walls are commonly constructed using hollow clay blocks. Buildings incorporating these infill walls are particularly vulnerable to seismic loads due to the absence of adequate lateral load-resisting elements ...
Delaram Ostad +2 more
doaj +1 more source
Effect of buoyancy loads on the tsunami fragility of existing reinforced concrete frames including consideration of blow-out slabs. [PDF]
Del Zoppo M +3 more
europepmc +1 more source
An overview on the seismic behaviour of timber frame structures [PDF]
Traditional timber frame walls are an important structural element of many buildings and are usually composed of vertical posts and horizontal beams with bracing diagonal elements.
Lourenço, Paulo B. +2 more
core
A non-linear masonry infill macro-model to represent the global behaviour of buildings under cyclic loading [PDF]
The presence of masonry infill walls in RC buildings is very common. However, even nowadays, in the design of new buildings and in the assessment of existing ones, the infills are usually considered as non-structural elements and their influence in the ...
Costa, A., Rodrigues, H., Varum, H.
core
Investigation on Seismic Behavior of a Novel Precast Shear Wall System with Different Infill Wall Constructions. [PDF]
Sun M, Zhang S, Yang J, Fang Y, Xu X.
europepmc +1 more source

