The bare frame models of three different configurations, such as regular configuration on plain ground, setback configuration on plain ground and setback configuration on sloping ground are compared to study the basic difference between these structures.
Table 2 compares natural frequency of the frame in case of three different conditions: rigid connections, pin connections, and linear semi-rigid connections with ρ* = 0.125.
In this work, we report experimental validation of these results by performing a series of experimental tests with a three-story shear-frame structure under seismic excitation in the form of two different historic earthquakes.
The first columns show sample frames of two different videos, respectively.
According to the H.264 standard, an encoded video trace features two distinct characteristics: (1) Every video frame comes from one of three different types of frames, and (2) video frames are organized in groups with a specific structure.
To understand how, consider the trajectory of the same tachyon in relation of three different reference frames, \ S, S^*\), and \(S^\) in the Minkowski-space.
In order to ensure similar channel characteristics for all the interpolation factors in each measurement, a super-frame consisting of four different parts is built.
Outdoors campaigns, focussed on the analysis of paint on stone carved door frames, were carried out at selected rural churches in the greater Heraklion area (Crete, Greece) and indicative results are presented from the study of two different door frames dated to the 15th century.
Semi-adiabatic calorimetry and a rigid cracking frame were used to compare the effects of five different ground granulated blast-furnace slags with variable Al2O3 and MgO contents, but similar CaO/SiO2 ratios on early-age cracking resistance.
