Results 51 to 60 of about 9,908 (182)
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
Engineering Reports, Volume 7, Issue 4, April 2025.This study highlights a 79.17% improvement in the flexural strength of metakaolin‐stabilized compressed earth brick (CEB) walls with cement‐soil mortar joints, emphasizing their potential as sustainable, resilient materials for regions prone to lateral loads, with reduced environmental impact and enhanced thermal performance.
Edmond Didier Medongou Tejiogho +3 more
wiley +1 more source
Stone products of the Roman municipium of Neviodunum, Pannonia (modern Drnovo, Slovenia)
Archaeometry, Volume 67, Issue 2, Page 284-312, April 2025.Abstract The paper presents the lithologies used in the stone products of Neviodunum (modern Drnovo in Slovenia), a Roman municipium in south‐western Pannonia. For this purpose, 95 stone monuments were assessed. Petrographic and biostratigraphic analyses were carried out on 56 archaeological and 57 geological samples.
Katharina Zanier +3 more
wiley +1 more source
Analytical modeling of masonry-infilled RC frames retrofitted with textile-reinforced mortar [PDF]
, 2014 This paper proposes an analytical approach for modeling the behavior of textile-reinforced mortar (TRM)-strengthened masonry-infilled reinforced-concrete (RC) frames under seismic loading.
Bousias, S.N. +2 more
core +1 more source
Engineering Reports, Volume 7, Issue 3, March 2025.Asymmetrical placement of masonry infills in existing building structures increases the seismic vulnerability. Besides that, theoretical and empirical period‐height models provide a good estimate compared with EVA results. However, the nonlinear static analysis with N2 and N2ext methods miscalculate the roof displacement compared with the nonlinear ...
Aslam F. Mohammad +4 more
wiley +1 more source
Assessment of innovative solutions for non-load bearing masonry enclosures [PDF]
, 2015 This paper presents some of the results of the research project “Masonry Enclosures” developed in the framework of the transnational access (TA) to LNEC’s triaxial shake table within the FP7 project SERIES.In order to ensure that in-plane and out-of ...
Candeias, Paulo +7 more
core +1 more source
KONTROLLIERTES SEISMISCHES VERHALTEN VON STAHLRAHMEN MIT MAUERWERKSAUSFACHUNGEN [PDF]
, 2016 Bilo da se radi o pregradnim ili nosivim zidovima, zidana ispuna značajno utječe na ponašanje primarne konstrukcije. U ovom se radu najprije razmatraju dvije različite vrste zidnih blokova (tzv.
Markulak, Damir +2 more
core +5 more sources
Characterisation of recycled ceramic mortars for use in prefabricated beam-filling pieces in structural floors [PDF]
, 2019 This study analyses a procedure to manufacture mortars with different percentages of ceramic waste as partial replacement for aggregates. The study also examines the physical, chemical and mechanical properties of the new mortars, analysing substitution ...
Morales Conde, María Jesús +3 more
core +3 more sources
Seismic vulnerability of Modern Architecture building's: Le Corbusier style: a case study [PDF]
, 2005 In Portugal, at the end of the World War II, a new generation of architects emerged, influenced by the Modern Movement Architecture, born in Central-Europe in the early twenties but now influenced also by the Modern Brazilian Architecture. They worked
Costa, A. +4 more
core +1 more source
A parametric investigation on the seismic capacity of masonry cross vaults [PDF]
, 2017 Considering the relevance and the artistic value of cross vaults in European seismic prone areas, a parametric study on the seismic capacity of this element is presented.
Gaetani, Angelo +3 more
core +1 more source