Results 71 to 80 of about 10,175 (210)

A Damage Model for Masonry Infilled Frames [PDF]

open access: yesCivil-Comp Proceedings, 2009
The effect of infill walls on the behaviour of frames is widely recognized, and, for several decades now, has been the subject of numerous experimental investigations. However, the analytical modeling of infilled panels and frames under in-plane loading is difficult and generally unreliable. From the point of view of the simulation technique the models
Perera Velamazán, Ricardo   +2 more
openaire   +2 more sources

Physical structural assessment of a segmented concrete shell building floor prototype

open access: yesStructural Concrete, Volume 26, Issue 6, Page 8419-8436, December 2025.
Abstract To reduce the significant environmental impact of the construction industry, building floors designed as concrete shells that work mainly in compression and that are segmented for prefabrication and disassembly offer a promising alternative to reinforced thick flat slabs.
Robin Oval   +4 more
wiley   +1 more source

Experimental Study on Lateral-Load-Resisting Capacity of Masonry-Infilled Reinforced Concrete Frames

open access: yesApplied Sciences, 2021
In this study, an experimental program was performed on masonry-infilled frame specimens with varied construction precision and masonry thickness. A total of five portal frame specimens, which consist of four masonry-infilled frames and a bare frame ...
Minjae Kim, Eunjong Yu
doaj   +1 more source

Assessment of innovative solutions for non-load bearing masonry enclosures [PDF]

open access: yes, 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

Multiparametric modeling of infill shear walls with additionally made openings

open access: yesStructural Concrete, Volume 26, Issue 6, Page 8716-8740, December 2025.
Abstract The paper deals with the implementation of additional openings in reinforced concrete infill shear walls from the point of view of structural analysis. In the introductory part, the current state of knowledge in the methods of analysis of this issue is discussed, and their advantages or shortcomings are pointed out.
Ondřej Šimek, Miloš Zich
wiley   +1 more source

Numerical modelling of masonry-infilled reinforced concrete frames : model calibration and parametric study [PDF]

open access: yes, 2014
Generally two methods are proposed for analyzing the infilled frames; Micro modelling approach which finite element method is used to take into account local effects in detail and Macro modelling approach which is a very simplified method that takes into
Akhoundi, Farhad   +2 more
core  

The Te Puninga Fault, Hauraki Plains: a new seismic source in the low seismicity northern region of New Zealand

open access: yesNew Zealand Journal of Geology and Geophysics, Volume 68, Issue 4, Page 609-627, December 2025.
ABSTRACT In this study, we provide the first field‐based assessment of the seismic potential of the Te Puninga Fault, Hauraki Plains, Waikato region. Initially considered to be part of the nearby Kerepehi Fault, our new mapping and field data suggest the Te Puninga Fault is independent.
Pilar Villamor   +8 more
wiley   +1 more source

The Bronze Age Tombs of Northwest Arabia: A Chrono‐Typological Study From AlUla and Khaybar, Saudi Arabia

open access: yesArabian Archaeology and Epigraphy, Volume 36, Issue 1, Page 52-69, November 2025.
ABSTRACT Northwest Arabia is marked by tens of thousands of monumental burial structures, most of which appear to have been built during the Bronze Age. These funerary features range from simple cairns and tower tombs through to large ‘pendant’ burials with elaborate tail constructions.
Hugh Thomas   +6 more
wiley   +1 more source

Experimental evaluation of the prevention methods for the interface between masonry infill walls and concrete columns

open access: yesRevista IBRACON de Estruturas e Materiais
Cracks that form at the interfaces between masonry structures are common uncontrolled occurrences in buildings. Numerous methods have been proposed by the construction industry to address this problem.
A. P. Tramontin   +2 more
doaj   +1 more source

Behavior of masonry infill panels in RC frames subjected to in plane and out of plane loads [PDF]

open access: yes, 2011
The building envelope in Europe is usually made of masonry walls, with enclosure and infill functions. Masonry walls have a major economical importance and contribute significantly to the building performance.
Ferreira, J. E. Dias   +3 more
core  

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