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Static vertical loads were applied on the model frame with plinth beam by placing weights on the hangers.
Static vertical loads were applied on the model frame with geotextile as plinth beam by placing weights on the hangers.
Table 1 presents details about the structural members selected for the seven-story model frame with inverted V braces.
Static vertical load tests were conducted on the model frame with geotextile as plinth beam supported on pile groups embedded in the sand bed shown in Fig. 3a.
Static vertical load tests were conducted on the model frame with plinth beam supported on pile groups embedded in the sand bed as shown in Figure 2. Tests were conducted in the following sequence: 1. Central concentrated load is applied in increments (1, 2, 3 kg, etc).
Based on the results of the structural systems used in this study, model frame with span length to story height ratio of approximately 2 seems to maintain both performance and economy, while the ratio higher than 2.5 can result in relatively high deflections and high element plastic rotations in lower stories under infrequent earthquake loads which render the frame seismically vulnerable.
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Our research group proposes a Gerontological Care Model framed with four key elements to achieve and promote an efficient level of empowerment in elderly populations.
The numerical model was validated using shaking table experimental results on model frame structures with and without energy dissipation devices.
This was used along with a model frame work, based on lamination theory, to predict the creep compliance of the [±45/902]S laminate.
This paper presents the results of static vertical load tests carried out on a model building frame with plinth beam supported by pile groups embedded in cohesionless soil (sand).
The nonlinear analyses were performed for the single-bay single-storeyed model plane frame with plinth beam founded on 2 × 2 pile groups in a sandy soil (Fig. 1).
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