Incremental Dynamic Analysis of Mid-Rise Buildings with Buckling Restrained Brace Frame System under Pulse-Like Near-Fault Ground Motions [PDF]
Buckling Restrained Braced Frames (BRBFs) are frequently utilized as seismic force-resisting systems due to their considerable ductility and energy dissipation capacity.
Yaghub Minaei +2 more
doaj +1 more source
Quantitative bounded method of special long-period ground motions
The resonance effect of special long-period ground motions to (super) high-rise buildings is significant, which is likely to cause serious damage to these long-period structures. Therefore, the influence of long-period ground motions cannot be ignored in
Cheng Yu +5 more
doaj +1 more source
Evaluation of seismic parameters of steel moment resisting frames based on “FEMA P-695” under near-field rotated ground motion [PDF]
Behavior factor (R) is one of the seismic design parameters that considers nonlinear performance of structures during an earthquake. In most of the seismic design codes, behavior factor has been used for considering nonlinear performance of structures in
M. Gerami, A. H. Mashayekhi, N. Siahpolo
doaj
Transmission towers are a vital lifeline for modern living and are crucial structures that must remain operational even after a seismic event. However, the towers are largely designed to withstand the effects of wind alone and not earthquakes, and the ...
Moustafa Moufid Kassem +4 more
doaj +1 more source
Wavelet Analysis of Near-Field Ground Motions from the Mw 7.8 2015 Gorkha Earthquake
The 2015 Nepal earthquake was one of the strongest quakes to strike the landlocked Himalayan country. The earthquake resulted in strong ground motions that severely affected various structures in the region.
Mathew, Shalin +3 more
core +1 more source
Analytical comparison between seismic performance of middle-rise bundled tube and 3d moment frame structures [PDF]
In this study, the performance of resistant skeleton of mid-rise moment frames under scaled near-field earthquake records have been evaluated by using both, incremental dynamic and nonlinear dynamic time history analyses.
Vahideh Shirvani Harandi +2 more
doaj +1 more source
Review of the identification of near-fault velocity pulse-like strong ground motions
Strong pulse-like ground motions have caused extensive damage to many engineering structures and are one of the main factors influencing earthquake damage in near-fault regions.
Xiaofen Zhao, Zengping Wen
doaj +1 more source
Monitoring the plasmapause using geomagnetic field line resonances [PDF]
This paper discusses the use of ground magnetometer data to derive plasma mass density profiles of the dayside plasmapause region with spatial and temporal resolution in the range 0.15-0.4 R-E and 20-60 min.
Menk, F.W. +5 more
core +1 more source
3D nonlinear seismic analysis and design of base-isolated buildings under near field ground motions
The structural performance of base-isolated buildings during past earthquakes confirmed the suitability of Lead Rubber Bearing (LRB) isolators. To assess the effectiveness of such isolators, 3D base-fixed and associated base-isolated models of a multi ...
Mohammed Tamahloult, Boualem Tiliouine
doaj +1 more source
Phosphoinositides and inositol phosphates as molecular glues
Inositol phosphates (IPs) and phosphoinositides (PIPs) regulate diverse eukaryotic processes. Beyond recruiting signaling proteins or acting as structural cofactors, recent studies suggest they mediate protein–protein interactions as natural molecular glues.
Aleshia Seaton‐Terry +9 more
wiley +1 more source

