These fluids are generally considered to be responsible for mantle wedge hydration, mechanical weakening of the plate interface and to affect slab-interface seismicity.
The concrete tensile behavior that greatly affects slab flexural stiffness is calibrated from the tests of two isolated slab-column connections, Specimens B-2 and B-4, tested by Elstner and Hognestad (1956) in ambient temperature.
The shear distribution of columns was affected by slabs.
Some types of RC slabs increased the initial elastic stiffness of RSCBs, but in the plastic stage, none of the slabs affected the loading or unloading stiffness.
In addition, a comprehensive investigation on the blast responses of FRP-strengthened RC slabs affected by these parameters, i.e. different AFRP layer, FRP type, strengthening mode, FRP bond strength and TNT mass, are also reported.
Static tests were also used to study the effect of fibres on the behaviour of UHPFRC specimens, results indicate that fibre distribution and orientation can clearly affect UHPFRC slab behaviour.
Deeper flow is affected by the slab density.
Traffic is affected by natural slab avalanche activity in the mountainous landscape around Svalbard's main settlement Longyearbyen, at 78° N in the High Arctic.
The methodology is introduced through application to a real-life case study of an apartment fire with a focus on the end-span of the affected continuous concrete slab.
The pattern of vertical displacement in the hanging wall is not affected by including slab, that is, subsidence above the down-dip edge of the source fault, uplift in a region with a medium distance from the source, and wide spread subsidence in a far field (Fig. 5; Additional file 1: Figure S7).
