Abstract: A metric data aggregator includes a processor and a data store. The processor is configured to obtain service level metric data from a plurality of proxy servers; obtain cloud level metric data from a plurality of proxy servers and at least one load balancer; aggregate the service level metric data and the cloud level metric data; and provide the aggregated service level and cloud level metric data to a remote user. The data store configured to store aggregated cloud level and service level metric data; and retrieve the aggregated service level and cloud level metric data in response to queries.

Abstract: A method for packet inspection in a computer network includes receiving a plurality of network streams from a plurality of client systems at a first load balancer; allocating the network streams across a proxy instances; and inspecting and filtering the network streams by the proxy instances. The method further includes forwarding the filtered network streams to a second load balancer; allocating the filtered network streams to a plurality of application instances; and processing and responding to the network streams at the application instances. The method still further includes inspecting and filtering the responses to the network streams by the proxy instances; and forwarding the response to the client systems.

Abstract: A metric data aggregator includes a processor and a data store. The processor is configured to obtain service level metric data from a plurality of proxy servers; obtain cloud level metric data from a plurality of proxy servers and at least one load balancer; aggregate the service level metric data and the cloud level metric data; and provide the aggregated service level and cloud level metric data to a remote user. The data store configured to store aggregated cloud level and service level metric data; and retrieve the aggregated service level and cloud level metric data in response to queries.

Abstract: A method for packet inspection in a computer network includes receiving a plurality of network streams from a plurality of client systems at a first load balancer; allocating the network streams across a proxy instances; and inspecting and filtering the network streams by the proxy instances. The method further includes forwarding the filtered network streams to a second load balancer; allocating the filtered network streams to a plurality of application instances; and processing and responding to the network streams at the application instances. The method still further includes inspecting and filtering the responses to the network streams by the proxy instances; and forwarding the response to the client systems.

Abstract: Synthetic fibers, such as polypropylene fibers, are mixed in a shrinkage compensating concrete to provide restraint in lieu of conventional steel reinforcement used in a shrinkage compensating concrete. While the synthetic fibers have a low elastic modulus and low strength, they act to restrain expansion of the concrete in the same way that conventional steel rebar does. In addition, only a small amount of the synthetic fibers are needed to restrain the expansion. As a result, shrinkage compensating concrete can be used in more varied applications, and can be provided more quickly, easily and inexpensively. Construction time requirements and expenses of concrete structures are correspondingly reduced.

Abstract: Synthetic fibers, such as polypropylene fibers, are mixed in a shrinkage compensating concrete to provide restraint in lieu of conventional steel reinforcement used in a shrinkage compensating concrete. While the synthetic fibers have a low elastic modulus and low strength, they act to restrain expansion of the concrete in the same way that conventional steel rebar does. In addition, only a small amount of the synthetic fibers are needed to restrain the expansion. As a result, shrinkage compensating concrete can be used in more varied applications, and can be provided more quickly, easily and inexpensively. Construction time requirements and expenses of concrete structures are correspondingly reduced.

Abstract: Synthetic fibers, such as polypropylene fibers, are mixed in a shrinkage compensating concrete to provide restraint in lieu of conventional steel reinforcement used in a shrinkage compensating concrete. While the synthetic fibers have a low elastic modulus and low strength, they act to restrain expansion of the concrete in the same way that conventional steel rebar does. In addition, only a small amount of the synthetic fibers are needed to restrain the expansion. As a result, shrinkage compensating concrete can be used in more varied applications, and can be provided more quickly, easily and inexpensively. Construction time requirements and expenses of concrete structures are correspondingly reduced.

Abstract: Synthetic fibers, such as polypropylene fibers, are mixed in a shrinkage compensating concrete to provide restraint in lieu of conventional steel reinforcement used in a shrinkage compensating concrete. While the synthetic fibers have a low elastic modulus and low strength, they act to restrain expansion of the concrete in the same way that conventional steel rebar does. In addition, only a small amount of the synthetic fibers are needed to restrain the expansion. As a result, shrinkage compensating concrete can be used in more varied applications, and can be provided more quickly, easily and inexpensively. Construction time requirements and expenses of concrete structures are correspondingly reduced.

Abstract: Synthetic fibers, such as polypropylene fibers, are mixed in a shrinkage compensating concrete to provide restraint in lieu of conventional steel reinforcement used in a shrinkage compensating concrete. While the synthetic fibers have a low elastic modulus and low strength, they act to restrain expansion of the concrete in the same way that conventional steel rebar does. In addition, only a small amount of the synthetic fibers are needed to restrain the expansion. As a result, shrinkage compensating concrete can be used in more varied applications, and can be provided more quickly, easily and inexpensively. Construction time requirements and expenses of concrete structures are correspondingly reduced.

Abstract: Synthetic fibers, such as polypropylene fibers, are mixed in a shrinkage compensating concrete to provide restraint in lieu of conventional steel reinforcement used in a shrinkage compensating concrete. While the synthetic fibers have a low elastic modulus and low strength, they act to restrain expansion of the concrete in the same way that conventional steel rebar does. In addition, only a small amount of the synthetic fibers are needed to restrain the expansion. As a result, shrinkage compensating concrete can be used in more varied applications, and can be provided more quickly, easily and inexpensively. Construction time requirements and expenses of concrete structures are correspondingly reduced.

Abstract: A support sock is provided that stabilizes the ankle without the use of bulky bandages or specialized orthotic type shoes. The sock has elastic material around the ankle area extending down to the arch where the arch and instep are securely bound. The binding of these areas with elastic material restricts the foot of the user while not prohibiting movement. The sock can be worn with or without shoe gear.