Q Peng, X Zhou, C Yang - Soil Dynamics and Earthquake Engineering, 2018 - Elsevier
Infill walls significantly affect the dynamic characteristics and the seismic performance of reinforced concrete (RC) frames. To evaluate the influence of connection type and …
E Rahbar, A Permanoon, AH Akhaveissy - Structures, 2023 - Elsevier
This study investigated the failure modes of masonry-infilled frames, a common structural system in modern construction. By analyzing 6,496 frames and considering variables such …
This paper presents in-depth results of a proposed strut model for masonry infill walls in moment-resisting steel frames. The proposed model is based on the results of calibrated …
This paper numerically investigates the influence of masonry infill walls on collapse mechanisms of steel frames under fire scenarios. Three six-story by five-bay steel frames …
Z Chen, Y Zhou, T Kinoshita, MJ DeJong - Structures, 2023 - Elsevier
Masonry infill walls (MIWs) are essential partition components that are often damaged during earthquakes because of their brittle nature. As a result, innovative solutions are …
K Faraji Najarkolaie, M Mohammadi… - Bulletin of Earthquake …, 2017 - Springer
An experimental and analytical study is carried out to investigate the effects of lateral loading type on the behavior of masonry infilled steel frames. During earthquake the lateral load is …
C Zhai, X Wang, J Kong, S Li, L Xie - Journal of Structural …, 2017 - ascelibrary.org
Abstract Evaluation of the seismic performance of masonry-infilled reinforced concrete (RC) frames is challenging because a number of damage patterns can be induced by the …
The experimental results of four full-scale confined masonry (CM) walls subjected to cycling loading are presented. These structural elements are widely used in low-and mid-rise …
PK Dhir, E Tubaldi, A Orfeo, H Ahmadi - Construction and Building …, 2022 - Elsevier
This paper presents the outcomes of an extensive experimental campaign and of numerical analyses aimed at characterising the cyclic shear behaviour of masonry triplets with mortar …