Results 91 to 100 of about 10,175 (210)
Experimental evaluation of a constructive system for earthquake resisting masonry enclosure walls [PDF]
, 2016 University of Minho is a partner of the INSYSME research project (Innovative Systems for earthquake resistant masonry enclosures in RC buildings), funded by the European Commission.
Akhoundi, Farhad +3 more
core +1 more source
Earthquake Engineering &Structural Dynamics, Volume 54, Issue 7, Page 1934-1951, June 2025.ABSTRACT In this study, seismic demand on nonstructural components (NSCs) was analyzed using a combined structural‐nonstructural 2‐degree‐of‐freedom (2‐DOF) model. This model was specifically employed to incorporate coupling effects, which arise from the dynamic interaction between supporting structures and NSCs. The effect of structure‐NSC coupling on
Chang‐Jun Bae +2 more
wiley +1 more source
Dynamic thermal features of insulated blocks: Actual behavior and myths [PDF]
, 2017 The latest updates in the European directive on energy performance of buildings have introduced the fundamental “nearly zero-energy building (NZEB)” concept.
Cianfrini, Marta +2 more
core +2 more sources
Earthquake Engineering &Structural Dynamics, Volume 54, Issue 6, Page 1617-1641, May 2025.ABSTRACT Two novel integrated seismic and energy retrofitting solutions for existing buildings are experimentally assessed in this study. Three 60%‐scaled, two‐storey infilled reinforced concrete buildings underwent a series of bi‐directional shaking table tests.
Eun Rim Baek +2 more
wiley +1 more source
Seismic performance comparison of reinforced concrete portal frames with brick masonry and CLT infill panels [PDF]
E3S Web of ConferencesThis study compares the seismic performance of reinforced concrete (RC) frames infilled with brick masonry and three-panel cross-laminated timber (CLT) under cyclic lateral loading.
Putri Yastari Febi +5 more
doaj +1 more source
PRORAČUN ARMIRANO-BETONSKIH OKVIRA ISPUNJENIH ZIĐEM S OTVORIMA [PDF]
, 2013 Reinforced-concrete (R/C) frames infilled with masonry wall, especially with the presence of an opening, are insufficiently explored structural elements.
Penava, Davorin, Sigmund, Vladimir
core +2 more sources
Traditional timber frame walls: mechanical behavior analysis and retrofitting [PDF]
, 2015 Timber frame construction is characteristic of several historic city centres as well as of vernacular architecture in several countries around the world, either motivated by the availability of materials and construction traditions or by the need of ...
A.Bianco +9 more
core +1 more source
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
Compressive testing of an early 20th century brick masonry pillar [PDF]
, 2016 The final publication is available at Springer via http://dx.doi.org/10.1617/s11527-015-0654-yAn experimental campaign involving the compressive testing of a brick masonry pillar extracted from a historical building is presented in this paper.
Alegre Heitzmann, Vicente +3 more
core +2 more sources
Jurnal Teknik Sipil, 2016 Reinforced-Concrete (R/C) frame structures with unreinforced clay brick masonry (URM) infill walls are commonly used in developing countries with regions of high seismicity.
Jafril Tanjung , Maidiawati
doaj +1 more source