Abstract: The present invention relates to a prefabricated infilled panel-frame structure capable of accommodating seismic-loading and seismic energy dissipation, and a construction method thereof, including a frame body, a prefabricated infilled panel group, a panel connector, and a disc spring assembly. During an earthquake, the present invention slides to dissipate energy only after the maximum starting sliding force is exceeded, thus providing the structure with a relatively high lateral stiffness prior to sliding. After an earthquake, the disc spring assembly of the present invention may provide a certain restoring force due to being compressed so as to reduce the residual displacement. Further, the present invention achieves the bidirectional deformation cooperation of the prefabricated infilled panel under earthquakes, so that the infilled panel may still achieve the function of seismic energy dissipation under the coupling action of in-plane and out-of-plane loads.

Abstract: The present invention provides a method for designing a strong column and weak beam of a steel frame beam-box column under bidirectional earthquake actions, including the following steps: designing an initial frame; defining important beam-column joints and important sections at a designed axial compression ratio according to a calculated result of a response spectrum CQC method of the initial frame; unifying bidirectional COF values of the important beam-column joints; determining a degree to achieve the strong column and weak beam and proposing two quantifiable evaluation indexes P1 and P2; performing statistics on a damage index D of the frame after an elastic-plastic time-history analysis of a plurality of selected groups of natural waves, and acquiring a parameter frame meeting a target yield mechanism via the statistics performed on the damage index D in combination with an evaluation standard provided by the present invention.

Abstract: The present invention relates to a prefabricated infilled panel-frame structure capable of accommodating seismic-loading and seismic energy dissipation, and a construction method thereof, including a frame body, a prefabricated infilled panel group, a panel connector, and a disc spring assembly. During an earthquake, the present invention slides to dissipate energy only after the maximum starting sliding force is exceeded, thus providing the structure with a relatively high lateral stiffness prior to sliding. After an earthquake, the disc spring assembly of the present invention may provide a certain restoring force due to being compressed so as to reduce the residual displacement. Further, the present invention achieves the bidirectional deformation cooperation of the prefabricated infilled panel under earthquakes, so that the infilled panel may still achieve the function of seismic energy dissipation under the coupling action of in-plane and out-of-plane loads.

Abstract: The present disclosure provides a two-stage seismic design method for a replaceable energy dissipation steel frame joint, comprising: based on a steel frame structure model with rigid connection of beam and column, determining an elastic bending moment distribution of frame beam under effect of vertical load, and determining a preliminary position of the replaceable energy dissipation joint; determining a yield bending moment My and an ultimate bearing capacity of a buckling-restrained brace of the replaceable energy dissipation joint to design a connection section of the buckling-restrained brace and a length thereof; determining a deformation requirement of the replaceable energy dissipation joint, and determining a lower limit of a length of a yield section of the buckling-restrained brace from the deformation requirement of the joint; determining an elastic axial rigidity requirement of the buckling-restrained brace; determining a bending moment-rotation angle constitutive relation of the replaceable ener

Abstract: The building node includes an upper unit column, a lower unit column, an upper unit bottom beam, a lower unit ceiling beam, an upper connecting box, a lower connecting box, a connecting plate, an upper anchorage device, a lower anchorage device, an upper sleeve, a lower sleeve, a pull rod shear lock, position limiting nuts, and an injection pipe. The lower anchorage device is fixedly connected to the top plate of the lower connecting box; the lower position limiting nut is fixedly connected to the lower anchorage device; one end of the lower sleeve is fixedly connected to the lower anchorage device, and another end of the lower sleeve is fixedly connected to the top plate of the lower connecting box; the bottom of the upper sleeve is fixedly connected to the bottom plate of the upper connecting box.

Abstract: The present invention provides a buckling-restrained brace out-of-plane stability design method considering a bidirectional seismic action.

Abstract: The present invention relates to a variable friction energy dissipation prefabricated seismic-damping partition wall-frame structure and a construction method therefor. The variable friction energy dissipation prefabricated seismic-damping partition wall-frame structure includes a peripheral frame, prefabricated seismic-damping partition wall panels, rubber pads, a friction seismic-damping layer, horizontal force transfer members and a steel angle restraining members. The sliding friction of the partition wall can be significantly improved with increase of an inter-story drift, so that the partition wall has a larger hysteretic area and a higher energy dissipation capacity and can provide the structure with a relatively high additional damping ratio, so as to alleviate a seismic action. In addition, integral damage control of the partition wall can be better achieved, and the energy dissipation capacity of the partition wall under bidirectional seismic actions can be guaranteed.

Abstract: A friction energy dissipation column for bi-directional deformation cooperative and multi-stage working, includes two cantilever part I-shaped steel columns, a middle part I-shaped steel column, wherein the middle part I-shaped steel column is located between the two cantilever part I-shaped steel columns, and the middle part I-shaped steel column is detachably connected to the two cantilever part I-shaped steel columns via a pin shaft connector and a friction energy dissipation assembly. An upper end and a lower end web of the friction energy dissipation column are connected to the frame beam via a connecting plate, and the flanges on both sides are provided with haunched supports.

Abstract: A friction energy dissipation column for bi-directional deformation cooperative and multi-stage working, includes two cantilever part I-shaped steel columns, a middle part I-shaped steel column, wherein the middle part I-shaped steel column is located between the two cantilever part I-shaped steel columns, and the middle part I-shaped steel column is detachably connected to the two cantilever part I-shaped steel columns via a pin shaft connector and a friction energy dissipation assembly. An upper end and a lower end web of the friction energy dissipation column are connected to the frame beam via a connecting plate, and the flanges on both sides are provided with haunched supports.

Abstract: The present invention provides an earthquake-resistant and seismic-damping multifunction cooperative system for a modular steel structure building, including a building-integrated module and connection joints between building modules. The building-integrated module includes a plurality of building modules. Each building module includes ceiling beams, local high-strength module columns and local high-strength module bottom beams. A cantilever beam section and a middle beam section of the ceiling beam are connected through a ceiling beam rotational friction joint. The connection joints between building modules include vertical building module connection joints, hinge joints between horizontal building modules and frictional connections between horizontal building modules.

Abstract: The present invention provides a buckling-restrained brace out-of-plane stability design method considering a bidirectional seismic action.

Abstract: The present invention provides an earthquake-resistant and seismic-damping multifunction cooperative system for a modular steel structure building, including a building-integrated module and connection joints between building modules. The building-integrated module includes a plurality of building modules. Each building module includes ceiling beams, local high-strength module columns and local high-strength module bottom beams. A cantilever beam section and a middle beam section of the ceiling beam are connected through a ceiling beam rotational friction joint. The connection joints between building modules include vertical building module connection joints, hinge joints between horizontal building modules and frictional connections between horizontal building modules.

Abstract: A resilient prestress-free steel structure includes the elastic centering beam and two pin-ended box column bases. The elastic centering beam includes two cantilever segment I-shaped steel beams, a middle segment I-shaped steel beam and buckling restrained high strength steel bars. The cantilever segment I-shaped steel beams are fixed to the two pin-ended box column bases, the middle segment I-shaped steel beam is connected between the two cantilever segment I-shaped steel beams, the buckling restrained high strength steel bars are symmetrically arranged. One end of each of the buckling restrained high strength steel bars is firmly connected with the web of each of the cantilever segment I-shaped steel beams, and the other end of each of the buckling restrained high strength steel bars is firmly connected with the web of the middle segment I-shaped steel beam. The resilient prestress-free steel structure is arranged in left and right symmetrical manner.

Abstract: A resilient prestress-free steel structure includes the elastic centering beam and two pin-ended box column bases. The elastic centering beam includes two cantilever segment I-shaped steel beams, a middle segment I-shaped steel beam and buckling restrained high strength steel bars. The cantilever segment I-shaped steel beams are fixed to the two pin-ended box column bases, the middle segment I-shaped steel beam is connected between the two cantilever segment I-shaped steel beams, the buckling restrained high strength steel bars are symmetrically arranged. One end of each of the buckling restrained high strength steel bars is firmly connected with the web of each of the cantilever segment I-shaped steel beams, and the other end of each of the buckling restrained high strength steel bars is firmly connected with the web of the middle segment I-shaped steel beam. The resilient prestress-free steel structure is arranged in left and right symmetrical manner.

Abstract: Disclosed is a gusset plate connection with sliding end plates for a buckling-restrained brace, including central plate (1), first rib plate (2), second rib plate (3), horizontal end plate (4), first horizontal tie plate (5), second horizontal tie plate (6), bolts (7) and unbonding layers (8). Horizontal end plate (4) is perpendicular to central plate (1) and fixedly disposed on a lower end surface of central plate (1). First horizontal tie plate (5) and second horizontal tie plate (6) are both disposed on an upper surface of horizontal end plate (4) and are located at two sides of central plate (1), respectively. Unbonding layers (8) are each disposed at a bottom surface of horizontal end plate (4), between horizontal end plate (4) and first horizontal tie plate (5), and between horizontal end plate (4) and second horizontal tie plate (6). The components are connected by means of bolts (7).

Abstract: Disclosed is a gusset plate connection with sliding end plates for a buckling-restrained brace, including central plate (1), first rib plate (2), second rib plate (3), horizontal end plate (4), first horizontal tie plate (5), second horizontal tie plate (6), bolts (7) and unbonding layers (8). Horizontal end plate (4) is perpendicular to the central plate (1) and fixedly disposed on a lower end surface of central plate (1). First horizontal tie plate (5) and second horizontal tie plate (6) are both disposed on an upper surface of horizontal end plate (4) and are located at two sides of central plate (1), respectively. Unbonding layers (8) are each disposed at a bottom surface of horizontal end plate (4), between horizontal end plate (4) and first horizontal tie plate (5), and between horizontal end plate (4) and second horizontal tie plate (6). The components are connected by means of bolts (7).

Abstract: From one perspective, an apparatus receives a request for a calling terminal device to initiate a session with a called terminal device. Based on the request, the apparatus obtains a storage address of the multimedia resource, and sends the address to the called terminal device. Based on sending the address the apparatus receives, from the called terminal device, a message indicating the called terminal device is playing the multimedia resource, and a message indicating that the called terminal device is off-hook. The called terminal device stops playing the multimedia resource when off-hook. From another perspective, a terminal device receives a storage address of a multimedia resource from a service management entity. The terminal device downloads the multimedia resource from a resource storage entity, and plays the multimedia resource as part of ringing, and before detecting that it is off-hook. The terminal device ceases playback after detecting it is off-hook.

Abstract: Implementing a multimedia calling line identification presentation service. A multimedia resource notification module obtains a storage address of a multimedia resource that is stored by a resource storage entity and that is subscribed to by a calling terminal, and sends the storage address of the multimedia resource to a resource playing entity. A service management module establishes a media channel between the resource playing entity and the called terminal for playing the multimedia resource. Establishing the media channel includes sending multimedia session information to the called terminal, the multimedia session information having been received by the service management module from the resource playing entity. Establishing the media channel also includes sending negotiated multimedia session information to the resource playing entity, the negotiated multimedia session information having been received by the service management module from the called terminal.

Abstract: Implementing a multimedia calling line identification presentation service. A service management entity obtains a storage address of a multimedia resource that is stored by a resource storage entity and that is subscribed to by a calling terminal. The service management entity also sends the storage address of the multimedia resource to a resource playing entity. The service management entity also establishes a media channel between the resource playing entity and a called terminal. Establishing the media channel includes the service management entity sending multimedia session information to the called terminal, the multimedia session information having been received by the service management entity from the resource playing entity.

Abstract: Implementing a multimedia calling line identification presentation service. A multimedia resource notification module obtains a storage address of a multimedia resource that is stored by a resource storage entity and that is subscribed to by a calling terminal, and sends the storage address of the multimedia resource to a resource playing entity. A service management module establishes a media channel between the resource playing entity and the called terminal for playing the multimedia resource. Establishing the media channel includes sending multimedia session information to the called terminal, the multimedia session information having been received by the service management module from the resource playing entity. Establishing the media channel also includes sending negotiated multimedia session information to the resource playing entity, the negotiated multimedia session information having been received by the service management module from the called terminal.