Results 71 to 80 of about 2,984 (221)
Geometric Limits for the Seismic Design of Unreinforced Masonry Fence Walls
Earthquake Engineering &Structural Dynamics, Volume 55, Issue 1, Page 130-149, January 2026.ABSTRACT Current seismic design standards require masonry free‐standing walls to comply with regulations for masonry structural walls. Applying these current seismic design standards to fence walls (free‐standing walls) may be inappropriate due to the different restraint conditions between fence walls and structural walls.
Youngjun Choi +3 more
wiley +1 more source
A Damage Model for Masonry Infilled Frames [PDF]
Civil-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
Structural 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
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
Multiparametric modeling of infill shear walls with additionally made openings
Structural 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
Assessment of seismic performance of low-rise reinforced concrete frame structures with masonry infill using fragility curves [PDF]
E3S Web of ConferencesThe seismic performance of reinforced concrete frame structures with masonry infill is a critical area of study due to the complex interactions between the infill and the structural frame during seismic events.
Septriyeni Afrizal Azia +2 more
doaj +1 more source
Experimental and Analytical Study of Masonry Infill Reinforced Concrete Frames Retrofitted with Steel Braces [PDF]
, 2004 In the present work a seismic retrofitting technique is proposed for masonry infilled reinforced concrete frames based on the replacement of infill panels by K-bracing with vertical shear link.
Alarcón Álvarez, Enrique +2 more
core +2 more sources
New 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
Dynamic properties identification for a timber framed masonry house [PDF]
Constructii: Journal of Civil Engineering Research, 2020 Timber framed masonry houses represent a traditional type of house that can be found in many countries in the world, having small differences in details though.
Alexandru ALDEA +3 more
doaj
Seismic analyses of a R/C building: study of a retrofitting solution [PDF]
, 2000 The preliminary experimental results from the tests on a 4-storey R/C frame structure are presented and discussed. The full-scale model is representative of the common practice of 40~50 years ago in most south European countries.
Carvalho, E. C. +3 more
core +1 more source