Results 91 to 100 of about 9,048 (267)
A non-linear masonry infill macro-model to represent the global behaviour of buildings under cyclic loading [PDF]
The presence of masonry infill walls in RC buildings is very common. However, and even today, in the design of new buildings and in the assessment of existing ones, these infill walls are usually considered as non-structural elements and their influence ...
Costa, A., Rodrigues, H., Varum, H.
core +1 more source
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
Practical assessment of masonry tunnel joint segmentation using topological machine learning
Civil Engineering Design, Volume 7, Issue 2, Page 93-110, June 2025.Abstract Condition assessment of masonry lined tunnels is time consuming and labor intensive. Recently developed digital workflows enable structural models to be created automatically, reducing analysis time. As part of these procedures, it is important to be able to identify the location of each masonry block.
Jack Smith, Chrysothemis Paraskevopoulou
wiley +1 more source
Respon Model Gedung Beton Bertulang dengan Penambahan Dinding Pengisi terhadap Beban Gempa
Semesta Teknika, 2018 Earthquake-resistant building structures designs usually are not considering the influence of non-structural walls. In fact, non-structural walls could give additional strength for building especially to help retaining seismic loads.
Muhammad Ibnu Syamsi
doaj +1 more source
The use of FRPs in seismic repair and retrofit: experimental verification [PDF]
, 2001 The application of FRPs in the seismic repair and retrofit of structures is addressed. The results from a few tests on full-scale structures, repaired and/or retrofitted with composites, performed at the ELSA laboratory are presented and ...
Colombo, A. +3 more
core +1 more source
Earthquake Engineering &Structural Dynamics, Volume 54, Issue 7, Page 1836-1858, June 2025.ABSTRACT This study deals with the high‐fidelity block‐based finite element simulation of dynamic out‐of‐plane (OOP) responses of unreinforced masonry (URM) walls, explicitly focusing on two‐way bending behaviors under seismic loads, which is a common critical failure mode in real‐world masonry structures.
Amirhossein Ghezelbash +5 more
wiley +1 more source
Numerical models to simulate the seismic response of RC structures [PDF]
, 2006 Seismic analysis of RC structures requires realistic and simple analytical models. In this paper are presented two models proposed and implemented in the program PORANL, to represent the RC buildings behaviour under severe earthquake loading. The first
Costa, A., Rodrigues, H., Varum, H.
core
Numerically based proposals for the stiffness and strength of masonry infills with openings in reinforced concrete frames [PDF]
, 2016 Aimed at investigating the effect of openings on the in-plane behaviour of masonry infills in reinforced concrete frames, a parametric study is presented based on model calibration via experimental tests.
Amato +38 more
core +1 more source
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
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