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88results about How to "Free deformation" patented technology

Method and device for face deformation in video stream, electronic equipment and computer readable medium

The invention provides a method for face deformation in a video stream, and the method comprises the steps: carrying out the face deformation of each frame in a plurality of frames of images in the video stream, wherein the method of the face deformation of any frame of image comprises the steps: determining a plurality of initial points on a face in a current frame of image through employing a preset first algorithm; according to the initial point and / or the key point in the related frame image, adjusting the position of the initial point in the current frame image through smoothing processing, the initial point subjected to smoothing processing serving as the key point; adopting a preset second algorithm, carrying out triangulation according to the key points, and obtaining multiple triangles with the key points as vertexes; and according to the type of the face deformation to be performed, moving at least part of the key points by adopting a corresponding moving rule, and on the premise that the texture in the triangle is not changed, calculating the pixel value of each pixel point in the triangle with the moving vertex. The invention further provides a device for face deformation in the video stream, electronic equipment and a computer readable medium.
Owner:BEIJING BAIDU NETCOM SCI & TECH CO LTD

Impact damper

An impact damper as a connecting member between a bumper and a chassis of a motor vehicle for the purpose of damping the shock loading during a collision between this motor vehicle and an obstacle through hydraulic damping forces and gas-spring forces. This impact damper includes an inner tube which can be displaced telescopically inside an outer tube, thereby changing the volume of a pressurized gas space, which interact by means of a separating piston with a first liquid space, which communicates hydraulically via a restriction orifice with a second liquid space, which is bounded by a deformation element. The separating piston is arranged in a floating manner in the inner tube and thereby brings about a static equilibrium by pressure compensation in the liquid spaces and in the gas space. The outer tube furthermore has a drawn-in portion around the deformation element, which brings the outer tube to a reduced diameter, within which is arranged a compensation space that can be filled with gas formed by an end wall at the end of the outer tube. The deformation element has an adjustable control valve, which can be controlled from outside the impact damper by a detection sensor system. The compensation space furthermore communicates with an accumulator, which can likewise activate the pressure in the gas spaces in response to the detection sensor system.
Owner:ZF BOGE

Impact damper

An impact damper as a connecting member between a bumper and a chassis of a motor vehicle for the purpose of damping the shock loading during a collision between this motor vehicle and an obstacle through hydraulic damping forces and gas-spring forces. This impact damper includes an inner tube which can be displaced telescopically inside an outer tube, thereby changing the volume of a pressurized gas space, which interact by means of a separating piston with a first liquid space, which communicates hydraulically via a restriction orifice with a second liquid space, which is bounded by a deformation element. The separating piston is arranged in a floating manner in the inner tube and thereby brings about a static equilibrium by pressure compensation in the liquid spaces and in the gas space. The outer tube furthermore has a drawn-in portion around the deformation element, which brings the outer tube to a reduced diameter, within which is arranged a compensation space that can be filled with gas formed by an end wall at the end of the outer tube. The deformation element has an adjustable control valve, which can be controlled from outside the impact damper by a detection sensor system. The compensation space furthermore communicates with an accumulator, which can likewise activate the pressure in the gas spaces in response to the detection sensor system.
Owner:ZF BOGE

Pier energy-dissipating and crushing-preventing structure internally provided with energy dissipating steel plates and viscous-elastic material layers

ActiveCN105586828AQuick changeMake full use of the \"crackBridge structural detailsPre stressRebar
The invention discloses a pier energy-dissipating and crushing-preventing structure internally provided with energy dissipating steel plates and viscous-elastic material layers. The structure is characterized in that the four sides of a vulnerability area, namely, a bottom section, of a dry-joint section-assembled pier are each provided with two ultra-high performance concrete (UHPC) slabs, the viscous-elastic material layers are arranged between the bottom section of the pier and the UHPC slabs, the UHPC slabs and the bottom section are combined into a whole in the mode that prestress is applied through finish-rolled twisted steel, a pipe is reserved between every two corresponding UHPC slabs, and the energy dissipating steel plates are placed in the pipes. According to the pier energy-dissipating and crushing-preventing structure, it is prevented that the internal bottom section is crushed under exciting of the earthquake action through the UHPC slabs, and the energy dissipating steel plates in the pipes are prevented from being corroded through the compact performance of the UHPC structure; meanwhile, buckling damage to the energy dissipating steel plates can be prevented through UHPC in the peripheries of the pipes, and the energy dissipating steel plates and the viscous-elastic material layers are used for improving the energy dissipating capacity of the dry-joint section-assembled pier under exciting of the earthquake action. By means of the pier energy-dissipating and crushing-preventing structure, it can be guaranteed that the pier has good energy dissipating capacity under exciting of the earthquake action, the bottom section is prevented from being seriously crushed, and the pier is rapidly repaired.
Owner:SOUTHEAST UNIV

Pier energy consumption and anti-crushing structure with replaceable composite board built-in energy consumption steel boards

ActiveCN105696457AQuick changeMake full use of the property of cracking but not breakingBridge structural detailsPre stressRebar
The invention provides a pier energy consumption and anti-crushing structure with replaceable composite board built-in energy consumption steel boards. According to the structure, each of the four edges of a pier bottom section is provided with two overlapped ultra high performance concrete (UHPC) boards, and a pipeline is reserved between every two corresponding UHPC boards for containing the corresponding energy consumption steel board; finish rolled thread reinforcing steel bars transversely penetrate the UHPC boards and the pier bottom section and are anchored through high-strength nuts and steel pads, and prestress is applied through the finish rolled thread reinforcing steel bars, so that the UHPC boards and the pier bottom section are combined into a whole; the energy consumption steel boards are connected with embedded steel rods in an upper section and a bearing platform through reserved holes in the ends; and rubber pad layers need to be arranged between the pier bottom section and the upper section and between the UHPC boards and the upper section. The pier energy consumption and anti-crushing structure is used for treating a dry joint section spliced pier, it can be guaranteed that the pier has the good energy consumption capacity under the stimulation of an earthquake, the bottom section can be prevented from being severely crushed, the pier can be rapidly repaired through replacement of the UHPC boards and the energy consumption steel boards after the earthquake, the use function of a bridge is restored in time, and the influences caused by the earthquake on traffic are reduced.
Owner:SOUTHEAST UNIV

Device for simulating boundary condition of simple support during plate piece testing

PendingCN106706419AReal simply supported boundary conditionsThe installation position is accurateStrength propertiesSteel barEngineering
The invention relates to a device for simulating a boundary condition of a simple support during plate piece testing. Upper fixtures and lower fixtures are fixed above and below a bilateral fixing device; the upper fixtures comprise upper vertical plates and upper horizontal plates that are welded into right angles; a plurality of parallel upper stiffening plates are welded in the right angles and are in welded connection with the upper vertical plates and the upper horizontal plates; upper round steel bars are welded on the lower surfaces of the upper horizontal plates; the lower fixtures comprise lower vertical plates and lower horizontal plates that are welded into right angles; a plurality of parallel lower stiffening plates are welded in the right angles and are in welded connection with the lower vertical plates and the lower horizontal plates; lower round steel bars are welded on the upper planes of the lower horizontal plates; and a plate piece is placed between the upper horizontal plates and the lower horizontal plates and inserted between the upper round steel bars and the lower round steel bars. The device is wide in application scope, and is applicable to testing of both specimens with different plate thicknesses and bent plate specimens.
Owner:RAILWAY ENG RES INST CHINA ACADEMY OF RAILWAY SCI +1

Pier energy dissipation and anti-crushing structure with replaceable composite boards internally provided with steel bar dampers

ActiveCN105735110AQuick changeMake full use of the property of cracking but not breakingBridge structural detailsFiberPre stress
The invention discloses a pier energy dissipation and anti-crushing structure with replaceable composite boards internally provided with steel bar dampers. According to the structure, the replaceable Ultra High Performance Concrete (UHPC) internally provided with steel bar dampers are used for improving the energy dissipation capacity of a dry joint section spliced pier under excitation of an earthquake effect and preventing a bottom section from being crushed. Each of the four edges of a vulnerable region, namely the bottom section of the dry joint section spliced pier is provided with two UHPC boards, prestress is applied through finish rolled threaded reinforcing steel bars to combine the UHPC boards and the bottom section into a whole, and a hole channel is reserved between every two adjacent UHPC boards and used for containing the corresponding steel bar damper composed of a flexible steel core bar and a round steel casing pipe. By the adoption of the structure, the character that UHPC is cracked but not broken due to the mixture of steel fibers is used for preventing the inner bottom section from being crushed under excitation of the earthquake effect, the steel bar dampers in the hole channels are prevented from being rusted by the utilization of the character that the UHPC structure is compact, and the steel bar dampers are used for improving the energy dissipation capacity of the pier under excitation of the earthquake effect.
Owner:SOUTHEAST UNIV

Pier energy dissipation and anti-crushing structure internally provided with steel bar dampers and viscous-elastic material

ActiveCN105735109AQuick changeMake full use of the property of cracking but not breakingBridge structural detailsPre stressEngineering
The invention discloses a pier energy dissipation and anti-crushing structure internally provided with steel bar dampers and a viscous-elastic material. According to the structure, each of the four edges of a vulnerable region, namely the bottom section of a dry joint section spliced pier is provided with two UHPC boards, a viscous-elastic material layer is arranged between the bottom section of the pier and each UHPC board, prestress is applied through finish rolled threaded reinforcing steel bars to combine the UHPC boards and the bottom section into a whole, and a hole channel is reserved between every two adjacent UHPC boards and used for containing the corresponding steel bar damper composed of a flexible steel core bar and a round steel casing pipe. The steel bar dampers in the hole channels are prevented from being rusted by the utilization of the character that the UHPC structure is compact, and the steel bar dampers and the viscous-elastic material layers are used for improving the energy dissipation capacity of the pier under excitation of an earthquake effect. The pier energy dissipation and anti-crushing structure is used for treating the dry joint section spliced pier, it can be guaranteed that the pier is good in energy dissipation capacity under excitation of the earthquake effect, the bottom section is prevented from being severely crushed, and the pier can be rapidly repaired by replacement of the UHPC boards, the steel bar dampers and the viscous-elastic material layers after an earthquake.
Owner:SOUTHEAST UNIV
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