Abstract: In some aspects, the techniques described herein relate to a method including: receiving a request from a client device to join a room, the room associate with a plurality of other client devices streaming multimedia content; adding the client device to the room in response to the request; computing a synchronization time for the client based on time values associated with the client device and the other client devices; and transmitting the synchronization time to the client device, causing the client device to adjust playback of the multimedia content based on the synchronization time.

Abstract: In some aspects, the techniques described herein relate to a method including: receiving a request from a client device to join a room, the room associate with a plurality of other client devices streaming multimedia content; adding the client device to the room in response to the request; computing a synchronization time for the client based on time values associated with the client device and the other client devices; and transmitting the synchronization time to the client device, causing the client device to adjust playback of the multimedia content based on the synchronization time.

Abstract: The disclosed embodiments describe methods, devices, systems, and computer-readable media for synchronizing streamlining multimedia files among client devices. In the various embodiments, multiple client devices are configured to adjust playback of live multimedia content to synchronize playback in combination with a video conference.

Abstract: The disclosed embodiments describe methods, devices, systems, and computer-readable media for synchronizing streamlining multimedia files among client devices. In the various embodiments, multiple client devices are configured to adjust playback of live multimedia content to synchronize playback in combination with a video conference.

Abstract: The precast structural element is made by a method including preparing one or more layers of plurality of horizontal and vertical reinforcement bars. The method further includes fixing a plurality of hollow tubes to the layers at predefined locations by holding means. Specifically, the hollow tubes are provided with openings at predefined locations. The hollow tubes are characterized by having any one of plurality of protrusions, plurality of corrugation, plurality of ribs, plurality of serrations and combination thereof, on internal and external surfaces. The method further includes providing a means to fill or discharge adhesive in the hollow tubes and pouring concrete to create a precast structural element.

Abstract: A system for wall to wall connection for precast shear walls includes a plurality of horizontal and vertical reinforcement bars configured within the precast shear wall. The system also includes a plurality of connecting tubes fixed between the spacing provided between the reinforcement bars, a plurality of openings provided between the plurality of connecting tubes, a plurality of grout tubes fixed above the plurality of openings to grout the openings after completing confection of the shear walls, a plurality of connecting bars capable of being inserted within the connecting tubes of the precast shear wall, when erected, a connecting device for inserting through the openings to grip the connecting bars, and a driving device to supply power to the drive for causing rotation of the drive/manual action and, thereby, sending the connecting bar in a translational motion from the first shear wall to the second shear wall.

Abstract: A system for wall to wall connection for precast shear walls includes a plurality of horizontal and vertical reinforcement bars configured within the precast shear wall. The system also includes a plurality of connecting tubes fixed between the spacing provided between the reinforcement bars, a plurality of openings provided between the plurality of connecting tubes, a plurality of grout tubes fixed above the plurality of openings to grout the openings after completing confection of the shear walls, a plurality of connecting bars capable of being inserted within the connecting tubes of the precast shear wall, when erected, a connecting device for inserting through the openings to grip the connecting bars, and a driving device to supply power to the drive for causing rotation of the drive/manual action and, thereby, sending the connecting bar in a translational motion from the first shear wall to the second shear wall.