Sentence examples for behavior under seismic loading from inspiring English sources
Masonry structures are complex systems that require a thorough and detailed knowledge and information regarding their behavior under seismic loading.
An experimental study on unbounded square carbon Recycled Rubber Fiber Reinforced Bearings (RR-FRBs) was conducted to investigate their lateral and vertical behavior, under seismic loading.
Many existing reinforced concrete buildings designed in accordance with pre-1971 codes are generally dominated by weak column-strong beam behavior under seismic loading due to inadequate reinforcement detailing.
The analytical results provided information related to basic performance and the effects that these connection parameters have on inelastic cyclic performance, thereby furthering the current understanding of welded moment connection behavior under seismic loading conditions and leading to improved design criteria.
Frame members are idealized by a bilinear model, which allows the simulation of the nonlinear behavior under seismic loads, while an elastic linear law is considered for diagonal braces.
This is expected to change the mechanical behavior of structural systems, under seismic loading conditions.
Figure 14 shows the effect of the discretization of the force-based elements on the global behavior of a structure under seismic loading.
The PT column base connection is designed to eliminate structural damage at column bases in self-centering moment resisting frames (SC-MRFs) under seismic loading; the softening behavior at the connection is provided by gap opening and elongation of PT bars rather than yielding in the column.
The paper thus presents the results of a detailed numerical study based on finite element modeling and nonlinear static (pushover) analysis intended to quantitatively evaluate the influence of each technique on the seismic behavior of vernacular constructions and to better understand their structural role under seismic loading.
Based on the failure model of rebars in reinforced concrete (RC) structures under seismic loading, the high strain and low cycle fatigue(HSLCF) behaviors of V N MA (V N microalloyed) rebars of three different V/N ratio (10, 6, 3) were investigated systematically under total strain controlled.
But, the Energy method has better capabilities for understanding the behavior of structure under seismic loads in progressive collapse scenario.
