Performance based seismic assessment of masonry infilled steel frame structures

A Nassirpour - 2018 - discovery.ucl.ac.uk
Steel framed structures constitute a considerable proportion of residential and commercial
structures in earthquake prone regions. In such structures, typically, masonry infills are …

Yığma duvarların mikro modellemesinde harcın çekme dayanımı ve kayma gerilmesi iletim katsayısının çözümler üzerindeki etkisinin incelenmesi

M Karaton, K Çanakçı - Dicle Üniversitesi Mühendislik Fakültesi …, 2021 - dergipark.org.tr
Bu çalışmada, yığma duvarların mikro model ile analizinde 3 boyutlu sabit doğrultulu yayılı
çatlak modelinin etkinliği incelenmiştir. Duvarın harç ve tuğla kısımlarının lineer olmayan …

Advanced Modelling of Masonry Wall Structures under Earthquake Loading

L Bomben - 2024 - arts.units.it
Unreinforced masonry (URM) is a heterogeneous material with a complex response
characterised by strong nonlinearity, dependent on the properties of its constituents and …

Strategies for seismic strengthening of mansonry infilled reinforced concrete frames

F Akhoundi - 2016 - search.proquest.com
A vulnerabilidade sísmica de edifícios de betão armado preenchidos com paredes de
alvenaria tem vindo a ser constatada durante sismos recentes no sul da Europa, causando …

Simplified Macro-modelling of Infill Masonry Walls Seismic Behaviour

AF Furtado - … Vulnerability Assessment and Retrofitting Strategies for …, 2023 - Springer
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[HTML][HTML] Serviceability limit state related to excessive lateral deformations to account for infill walls in the structural model

GMS Alva, J Kaminski Jr, G Mohamad… - Revista IBRACON de …, 2015 - SciELO Brasil
Brazilian Codes NBR 6118 and NBR 15575 provide practical values for interstory drift limits
applied to conventional modeling in order to prevent negative effects in masonry infill walls …

Estado limite de serviço de deformações horizontais excessivas com a consideração das alvenarias de preenchimento no modelo estrutural

GMS Alva, J KAMINSKI Jr, G MOHAMAD… - Revista IBRACON de …, 2015 - SciELO Brasil
Para evitar efeitos negativos em walls de vedação produzidos pela deformabilidade
horizontal excessiva, a NBR 6118 e a NBR 15575 apresentam valores práticos de limites de …

Element Modeling of Masonry Wall With Opening Under Lateral Force

D Darmayadi, MR Ahyar - JACEE (Journal of Advanced Civil …, 2018 - jurnal.unissula.ac.id
Three-dimensional Finite Element Model for Masonry Wall with openings under lateral force
using ABAQUS software. Finite element model verification with an experiment masonry wall …

Finite element modeling of masonry wall with mortar 1pc: 4 lime: 10 sand under lateral force

D Darmayadi, I Satyarno - MATEC Web of Conferences, 2019 - matec-conferences.org
This paper gives a detailed presentation of three-dimensional Finite Element Model that has
been constructed for Masonry Wall under lateral force by using Abaqus software. This …

[图书][B] Modified composite application to improve strength and ductility of structural components

US Shrestha - 2014 - search.proquest.com
The present numerical study investigates the application of carbon fiber reinforced polymer
(CFRP) composite sheets to improve strength and to explore the potential ductility …