A Massumi, K Sadeghi, H Ghaedi - Ain Shams Engineering Journal, 2021 - Elsevier
The sequential earthquakes and the vertical component of earthquakes can cause extensive damages to structures. In this study, by applying the incremental dynamic collapse analysis …
G Wang, Y Wang, W Lu, P Yan… - Journal of Earthquake …, 2020 - Taylor & Francis
The aim of the present study was to examine the effects of earthquake direction on seismic performance of concrete gravity dams subjected to seismic sequences. For these purposes …
Non-structural masonry infills in existing reinforced concrete (RC) frame structures are known to affect their seismic behaviour significantly with potential detrimental effects …
L Huang, Z Zhou, Z Zhang, X Huang - Journal of Earthquake …, 2021 - Taylor & Francis
This paper presents a seismic response evaluation of self-centering prestressed concrete frames with infill walls (SCPC-IW frames). Three types of infill walls with different load …
The present paper constitutes an analytical study on the seismic behaviour of infilled reinforced concrete frames within the context of the Performance Based Earthquake …
Despite achieving consensus and having current knowledge on the behaviour and contribution of masonry infill walls, there remain unresolved issues regarding their nonlinear …
F Yang, G Wang, Y Ding - Natural Hazards, 2019 - Springer
The design earthquake is usually specified as a single event in most of modern seismic codes. However, one earthquake is often followed by a series of aftershocks called seismic …
The effect of a flexible secondary system (FSS) on the design spectra is studied in this paper. An FSS affects the primary structure (PS) during ground excitation differently than a …
A Etemadi, C Balkaya - Soil Dynamics and Earthquake Engineering, 2024 - Elsevier
Most frame buildings, especially those with shear-type moment resistance frames, are affected by masonry infill panels, which change the mechanical properties of whole systems …