Results 91 to 100 of about 3,010 (219)
Earthquake Engineering &Structural Dynamics, Volume 54, Issue 12, Page 3069-3089, 10 October 2025.ABSTRACT A reinforced concrete waffle‐flat plate structure was subjected to a sequence of bidirectional near‐fault ground motions on a shake table until collapse. The test specimen was designed under current building codes and assigned a region of moderate seismicity.
Amadeo Benavent‐Climent +2 more
wiley +1 more source
Earthquake Engineering and Resilience, Volume 4, Issue 3, Page 354-367, September 2025.A new inventory framework for Montreal predicts the structural systems of residential buildings and estimates the number of associated units using open‐access databases and the city's construction trends. The framework supports regional‐scale seismic risk assessments through improved classification and data integration. ABSTRACT Seismic risk assessment
Maryam Montazeri, Ahmad Abo El Ezz
wiley +1 more source
Seismic design and analysis of masonry-infilled frames
International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1996 A simple analytical procedure, which can be used by practicing engineers, for the seismic design of masonry-infilled frames is presented. The analysis procedure, based on the experimental and analytical studies reported in the literature, accounts for the effect of infills in all three stages, namely, in computing seismic loading, in predicting ...
Kodur, V. K. R. +2 more
openaire +4 more sources
Drift demands of low-ductile moment resistance frames (MRF) under far field earthquake excitations [PDF]
, 2016 Most of current Malaysian's structures have not been designed with consideration of seismic excitation effect. Tremors that have been recorded locally due to active local faults and earthquake events in neighboring countries have raised the question ...
Abdul Rahman, Qotrunnada +2 more
core +3 more sources
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
An overview of the development of the hybrid method for seismic vulnerability assessment of buildings [PDF]
, 2016 The paper presents in a chronological and systematic way the development of the hybrid method for seismic vulnerability assessment of structures, which combines the use of empirical databases of earthquake damage with the results of nonlinear analysis of
Kappos, A. J.
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
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
Innovative systems for earthquake resistant masonry enclosures in RC buildings [PDF]
, 2014 The Commission of the European Communities has recently funded a research project for the benefit of Associations of Small and Medium Enterprises (SME-AGs), aimed at developing innovative systems for masonry enclosures.
Da Porto, Francesca +6 more
core
Retrofitting masonry infill walls with textile reinforced mortar [PDF]
, 2012 The vulnerability of unreinforced masonry walls (URM) under seismic events, causing huge loss of money and human lives, has revealed the enormous need for an efficient strengthening material.
Abreu, S. +3 more
core