Results 101 to 110 of about 9,048 (267)
Earthquake Engineering &Structural Dynamics, Volume 54, Issue 6, Page 1775-1796, May 2025.ABSTRACT This paper investigates a seismic retrofit technique named e‐CLT, which is part of the solution for integrated seismic and energy rehabilitation of buildings developed in the framework of the research project e‐SAFE funded by the European Union's Horizon 2020 research and innovation program.
Francesca Barbagallo +4 more
wiley +1 more source
New Zealand contributions to the global earthquake model’s earthquake consequences database (GEMECD) [PDF]
, 2015 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
Influence of openings, with and without confinement, on cyclic response of infilled R-C frames: an experimental study [PDF]
, 2013 This article presents the experimental results of a study on reinforced-concrete frames infilled with masonry with openings. The frames were designed according to current European codes. They were built in a scale 1:2.5 and infilled with masonry walls.
Penava, Davorin, Sigmund, Vladimir
core +3 more sources
BuildingsThis study investigates the seismic performance and behavior factors of reinforced concrete (RC) frames, focusing on the significant influence of masonry infill walls.
Mehrzad Mohabbi
doaj +1 more source
Blast loading of masonry infills: testing and simulation [PDF]
, 2015 This work intends to present a newly developed test setup for dynamic out-of-plane loading using underWater Blast Wave Generators (WBWG) as loading source.
Campos, José +2 more
core
Application of near surface mounted (NSM) strengthening technique to traditional timber frame walls [PDF]
, 2015 Timber frame buildings are well known as an efficient seismic resistant structure popular all over the world not only due to their seismic performance, but also to their low cost and the strength they offer.
Jorge, Marco António Peixoto +2 more
core +1 more source
Horizontal stiffness of masonry walls infilled frame
MATEC Web of ConferencesWalls used to fill a frame structure may serve non-load bearing (visual, acoustic or fire separation) or load bearing and stiffening functions which provide geometrical stability of a structure. They are shear walls without any vertical load from higher floors.
openaire +2 more sources
Effect of Brick Types on Compressive Strength of Masonry Prisms
International Journal of Technology, 2016 This study investigates brick types and masonry prisms under compressive loading according to ASTM C1314–14 as the basic parameters for evaluating lateral resistance of masonry infill walls and to compare compressive strength amongst various brick ...
Piyawat Foytong +3 more
doaj +1 more source
Experimental assessment and retrofit of full-scale models of existing RC frames [PDF]
, 2002 PSD tests on two full-scale models of existing non-seismic resisting RC frame structures are described. The testing program covered several aspects, namely assessment of seismic performance of existing frames without and with infill panels ...
Molina, J., Pinto, A. V., Varum, H.
core +1 more source
POJEDNOSTAVLJENI PRISTUPI MODELIRANJU OKVIRA S ISPUNOM [PDF]
, 2014 In many seismic areas, reinforced-concrete frames are filled with masonry infill walls. The behavior of these structural composite systems are difficult to model, and existing regulations lack guidelines for their design.
Grubišić, Marin +2 more
core +4 more sources