Abstract:
A wireless communication system provides a wireless communication service over a first frequency band class and a second frequency band class. The system monitors first and second communication loads on the first and second frequency band classes. The system receives a request for the communication service from a wireless communication device, and in response, determines if the wireless communication device can receive the wireless communication service over either one of the frequency band classes. If the wireless communication device can receive the wireless communication service over either one of the frequency band classes, then the system selects one of the frequency band classes based on the first and second communication loads. The system provides the wireless communication service to the wireless communication device over the selected frequency band class.
Abstract:
Lubricating grease compositions have a titanium complex grease component along with a mineral/synthetic oil-based component and a conventional soap or grease. The conventional soaps and greases may be lithium complex, calcium sulfonate, or aluminum complex-based, among others, with and without additives. The compositions are high performance geases, exhibiting improved drop point, extreme pressure, antiwear, oil separation, and shelf life properties.
Abstract:
The present invention describes a method of efficiently optimizing instruction scheduling and register allocation in a post optimizer. The method removes false register dependencies between pipelined instructions by building an incremental (partial) interference graph of register allocation for scheduled instructions. False dependency graph indicates the amount of parallelism in the data flow graph. The incremental interference graph uses a mix of virtual and physical registers. The interference graph is built incrementally as an instruction schedular schedules each instruction. The optimization is done incrementally on localized code. The physical register mapping is maximized and virtual registers are created on demand basis.
Abstract:
A medical gown includes a main body having a neck edge, a first side edge, and a second side edge. The first side edge may extend from the neck edge. The second side edge may extend from the neck edge, opposite the first side edge. The neck edge may define a neck engagement feature between the first and second side edges. The medical gown may further include a first strap feature coupled with the main body and defining a first loop with the first side edge. The medical gown may further include a second strap feature coupled with the main body and defining a second loop with the second side edge.
Abstract:
A medical gown includes a main body having a neck edge, a first side edge, and a second side edge. The first side edge may extend from the neck edge. The second side edge may extend from the neck edge, opposite the first side edge. The neck edge may define a neck engagement feature between the first and second side edges. The medical gown may further include a first strap feature coupled with the main body and defining a first loop with the first side edge. The medical gown may further include a second strap feature coupled with the main body and defining a second loop with the second side edge.
Abstract:
A medical gown includes a main body having a neck edge, a first side edge, and a second side edge. The first side edge may extend from the neck edge. The second side edge may extend from the neck edge, opposite the first side edge. The neck edge may define a neck engagement feature between the first and second side edges. The medical gown may further include a first strap feature coupled with the main body and defining a first loop with the first side edge. The medical gown may further include a second strap feature coupled with the main body and defining a second loop with the second side edge.
Abstract:
The present invitation relates to a soil anchor footing supporting system within the ground surface to support steel or concrete column, brick or block wall, light post, sign post, substation equipment, pre-cast panel, retaining wall etc. It comprises of a footing slab (2) made of concrete; plurality of deformed steel bars (1) or fiber reinforced polymer (FRP) bars embedded in the lower surface of the concrete slab (2) and plurality of anchor bolts (4) or reinforcing starter bars which are embedded into upper surface of concrete slab (2) to suit steel or concrete column. The bars, which act as mini piles, are configured for ground penetration and a concrete slab is cast on top to encase all the bars and is capable of holding desired loads. These footings can be cast-in-situ type where the bars are pushed into ground (3) individually or in groups and concrete is cast on top, or it can be pre-cast type where, the whole footing is pushed into ground using pile driving equipment or mobile press.
Abstract:
A system for creating logical RLC and MAC PDUs in a mobile communication system includes first and second remote network entities that communicate using the LTE link-layer protocol. The first and second remote network entities include first and second layer-2 protocol stacks, respectively. The first layer-2 protocol stack includes first PDCP, RLC and MAC sub-layers and the second layer-2 protocol stack includes second PDCP, RLC and MAC sub-layers. During transmission of data from the first remote network entity to the second remote network entity, the logical RLC and MAC PDUs are created by the first RLC and MAC sub-layers by populating logical RLC and MAC PDU structures.
Abstract:
A system and method for pricing software service requests is provided. The method includes entering input details corresponding to a clients' software service usage data. The method further includes calculating a cost per ticket for each severity level of the software service request. A margin for each severity level is assigned to each severity level in the order of increasing severity. Thereafter, a price per software service request is calculated for each severity level using the corresponding margin. Additionally, the method includes determining an optimal staffing scheme corresponding to one or more software services.
Abstract:
The present invitation relates to a soil anchor footing supporting system within the ground surface to support steel or concrete column, brick or block wall, light post, sign post, substation equipment, pre-cast panel, retaining wall etc. It comprises of a footing slab (2) made of concrete; plurality of deformed steel bars (1) or fiber reinforced polymer (FRP) bars embedded in the lower surface of the concrete slab (2) and plurality of anchor bolts (4) or reinforcing starter bars which are embedded into upper surface of concrete slab (2) to suit steel or concrete column. The bars, which act as mini piles, are configured for ground penetration and a concrete slab is cast on top to encase all the bars and is capable of holding desired loads. These footings can be cast-in-situ type where the bars are pushed into ground (3) individually or in groups and concrete is cast on top, or it can be pre-cast type where, the whole footing is pushed into ground using pile driving equipment or mobile press.