Progressive collapse design optimization of RC frame structures using high-performance computing

K Lin, Z Wu, Y Zhu, J Zheng, Y Li, X Lu - Structures, 2023 - Elsevier
Structural progressive collapse design is essential for improving the robustness of structures
against accidental local loads. In this study, a design framework was developed for …

The effective length factor of columns in steel framed buildings with end restraint effects

A Slimani, T Belaid, M Saidani, F Ammari, R Adman - Structures, 2023 - Elsevier
The present article presents a practical method to determine the effective length factor of
multi-storey frames based on a rigorous analytical approach applied to a basic model …

Periods and mode shapes for uniform shear wall buildings: importance of selecting the appropriate dynamic behavior

M Chennit, A Ahmed-Chaouch, M Saidani… - International Journal of …, 2022 - World Scientific
The distribution of seismic loading to each storey of a building depends on a number of
factors, mainly on the periods, mode shapes and modal participation. The estimation of …

The Effect of Earthquake Vertical Component on the Response of Cantilever Beams in Multi-Storey Reinforced Concrete Building

البيك, أحمد محمود سليم - 2021‎ - repository.najah.edu
Structural design to withstand seismic loading is mainly governed by horizontal ground
motion, and the effects of vertical ground motion have long been considered insignificant or …

Assessment of Reduction Measure for Seismicresponse of Bridge Decks during near-Source Earthquakes

S Hai - Advanced Materials Research, 2012 - Trans Tech Publ
During the strong near-source ground motions, adjacent bridge decks often collide each
other because of the insufficient separations. Pounding can cause severe bridge damage, or …

Study of spatially varying ground motion under complicated ground

S Hai - 2011 International Conference on Materials for …, 2011 - ieeexplore.ieee.org
This paper addresses the influence of soft local site on the propagation of seismic waves. A
previously developed coupled Boundary Elements-Finite Elements (BE-FE) algorithm is …

[引用][C] Düşey deprem yer hareketinin önüretimli betonarme binaların davranışına etkisi

Y Çevik - 2021 - Kocaeli Üniversitesi, Fen Bilimleri …