Results 131 to 140 of about 9,048 (267)

Robustness of Multistory Buildings with Masonry Infill [PDF]

open access: yes, 2015
Izzuddin, BA, Macorini, L, Xavier, FB
core   +1 more source

Seismic vulnerability assessment: Methodological elements and applications to the case of Romania [PDF]

open access: yes
This paper is intended to present some studies undertaken in order to develop a seismic vulnerability estimation system to fit the needs of development of earthquake scenarios and of development of an integrated disaster risk management system for ...
Borcia, I. S.   +5 more
core   +1 more source

Tie system to upgrade out‐of‐plane performance of infill masonry walls

open access: yesEarthquake Engineering & Structural Dynamics
AbstractThe objectives of this study were to investigate the out‐of‐plane behavior of unreinforced masonry (URM) infill walls and to identify the effectiveness of tie systems that were proposed to enhance the infill stability under both in‐ and out‐of‐plane effects. This study examined three types of tie systems: a full‐length tie system (prototype), a
Ho Choi   +5 more
openaire   +2 more sources

Out-of-plane seismic response of stone masonry walls: experimental and analytical study of real piers [PDF]

open access: yes, 2012
This paper presents the application of an existing simplified displacement-based procedure to the characterization of the nonlinear force-displacement relationship for the out-of-plane behaviour of unreinforced traditional masonry walls.
Costa, A.   +4 more
core   +1 more source

An overview on the seismic behaviour of timber frame structures [PDF]

open access: yes, 2013
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  

Investigations of elastic vibration periods of reinforced concrete moment-resisting frame systems with various infill walls [PDF]

open access: yes, 2017
Akhoundi   +42 more
core   +1 more source

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