SPSWs are
considered as efficient lateral force-resisting systems which have been in use
since the 1970s and offer many advantages over other systems, e.g., rigid and
braced frames as well as reinforced concrete shear walls, in terms of cost,
performance, and ease of design. A proliferation of research work has beenundertaken on the structural behavior and seismic performance of these systems
and the results of these studies have been incorporated into design codes and
specifications.

The user should register in the system to avail the
utility. Users will be able to select their preferable food items from the
existing E-menu card and order their requirement online. User will receive anonscreen presence of the selected items immediately after item selection.
Application of this system will reduce the additional service associated
manpower used in the hospitality industry, thus may provide financial benefits
to the owners of such industry.
Segregation is a separation of the constituents of a
concrete mix or a fresh mortar, which can be caused by insufficient mixing,
excessive vibration or major fluidity. In addition, water content is one of the
fu ndamental parameters in the composition of concrete. Water quantity andquantity can influence the separation between mortar and gravels.
Water-reducing admixtures are used to reduce the quantity of mixing water
required to produce concrete of a certain slump. These admixtures
(plasticizers, fluidizers, among others) are added to concrete to make
high-slump flowing but are not free of excessive bleeding or segregation.

On the other hand, in the case of highly cohesive
concrete mixtures such as those containing limestone filler, even in the
absence of external bleed water, static segregation can still take place
and.The mixing method proposed by for SCC is based on equivalent mortars. The
literature describes many tests to characterize the segregation, including the
sieve segregation index test, cylinder test, column test, ball test, pale test,
etc. Shindoh and Matsuoka have evaluated self-compacting concrete test methods.