JP2001207676A - Damping structure for building - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a damping structure with which the formation of an opening portion in the plane of structure cannot be easily restricted by securing vibration energy absorbing performance of a panel damper 13 and also securing yield strength in the axial direction of columns. SOLUTION: A moving bearing and a damper are arranged inside the framework of a building, for example, a relatively upper side framework consisting of a steel beam 1 and an upper side steel column 2A is constituted by a lower steel column 2B or the like, and a movable bearing supporting in a manner permitting the relative displacement in the horizontal direction on a framework at a relatively lower side is constituted with a slip beating 11, and the a damper interposed between the framework at the lower side and the framework at the upper side comprise the panel damper 13 and are arranged in parallel to each other.

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vibration control structure applied to a building.

[0002]

2. Description of the Related Art A vibration control structure in a building basically includes a spring and a damper as a damping member. There are various types of dampers such as a hysteretic damper, and a panel damper made of a steel material having a low yield point is known as the hysteretic damper. FIG. 16A schematically illustrates an example of a conventional vibration damping structure using a panel damper.
Reference numerals 3 and 104 denote steel columns intersecting the steel beams 101 and 102, respectively. A panel damper 107 is connected between the steel beams 101 and 102 via support members 105 and 106 made of steel or the like provided in the direction opposite to the steel beams 101 and 102.
They are arranged in a brace shape or a stud shape on a construction surface surrounded by 1, 102 and steel frame columns 103 and 104 (the illustrated example is a stud shape).

[0003] In the above structure, the entire steel frame works as a spring, and the panel damper 107 receives the acceleration of the earthquake, as shown in FIG.
As the steel beams 101 and 102 are relatively displaced in the horizontal direction, the shearing and yielding deformation between the supporting members 105 and 106 itself causes absorption of vibration energy, thereby preventing damage to the upper structure. Is what you do. In addition, there is an effect that deformation of the entire structure at the time of the occurrence of an earthquake is reduced and a curtain wall is prevented from falling.

[0004]

However, according to the above prior art, the steel beams 101 and 102 and the steel column 10 are not provided.
3 and 104, the supporting members 105 and 1
06 and the panel damper 107 are arranged in a brace shape or a stud shape, they form a shape that closes the structural surface, and as shown by a dashed line in FIG.
It is difficult to install the panel damper 107 on a surface where the opening 108 such as a window or a door is formed or on a surface located inside a living room. In addition, in the case of installation, the formation of the opening 108 is restricted, the installation must be performed in a state where the opening 108 is exposed, or the layout of a living room or the like is obstructed.

SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned problems, and has as its technical object to secure the seismic energy absorption capacity of a damper and the axial strength of a column. An object of the present invention is to provide a vibration control structure in which formation of an opening in a plane is hardly restricted.

[0006]

Means for Solving the Problems The technical problems described above are:
This can be effectively solved by the present invention. That is, the vibration damping structure of the building according to the present invention is such that the movable bearing and the damper are arranged in the frame of the building, and preferably, the relatively upper frame is horizontally mounted on the relatively lower frame. A movable bearing that is supported so as to be relatively displaceable, and a damper interposed between the relatively lower frame and the relatively upper frame are provided in parallel.

In the above structure, more preferably, the movable bearing is provided on a column head below the beam-column joint, and a damper is provided between the lower surface of the beam extending from the beam-column joint and the column head below the beam. The movable bearing is connected directly or through an intervening member between the lower surface of the beam and the lower column cap, and the damper is connected to the column by an intervening member. It is provided on the column capital below the beam joint.

More preferably, the movable bearing is selected from a sliding bearing, a rolling bearing, a spherical sliding bearing and a laminated rubber bearing, and the damper is any one of a hysteretic damper, a viscous damper and a viscoelastic damper. Is selected from A panel damper is typically used as the hysteretic damper.

Further, the vibration control structure for a building according to the present invention can be suitably applied to a structure in which the frame of the building is made of a steel structure.

[0010]

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 partially shows an embodiment in which a building vibration control structure according to the present invention is applied to a steel frame structure, (A) is an elevation view, and (B) is an elevation view. FIG. 3 is a view taken along the line BB ′ in FIG. In this figure, reference numeral 1 denotes a steel beam, reference numeral 2A denotes a steel column (hereinafter referred to as an upper steel column) having a lower end made of a square steel pipe or the like joined to the steel beam 1 by welding or the like, and reference numeral 2B denotes the steel beam 1. Is a steel column (hereinafter, referred to as a lower steel column) made of a square steel pipe or the like which is disposed directly below the upper steel column 2A.

The lower surface of the beam-to-column joint 10 is provided between the lower surface of the beam-to-column joint 10 between the upper steel column 2A and the steel beam 1 and the head of the lower steel column 2B located below the same. Supports horizontal relative displacement freely, and applies the vertical load to the lower steel column 2B.
(Sliding bearing 11)
Is provided. In the vicinity of the head of the lower steel column 2B, a plurality of brackets 12 are joined by welding or the like in a state of projecting in a plurality of directions in parallel with the steel beam 1 in the horizontal direction. In between, a panel damper 13 which is a kind of history type damper,
It is connected by a plurality of bolts and the like.

As is well known, the panel damper 13 has a web panel (shear panel) 13a made of a steel material having a remarkably low yield point and good elongation (for example, a very low yield point steel), and a peripheral portion thereof. And a flange frame 13b which is perpendicular to the web panel 13a. In this embodiment, each panel damper 13 is mounted such that the web panel 13a is in a vertical plane parallel to the extension direction of the steel beam 1.

An appropriate clearance δ is provided between the lower steel column 2B and each panel damper 13. The clearance δ is set to, for example, 30 mm or more in consideration of the amount of shear deformation of the panel damper 13.

According to the above configuration, a vertical load caused by the upper frame including the upper steel column 2A and the steel beam 1 is applied to the lower steel column 2 via the sliding bearing 11 from the lower surface of the beam-column joint 10.
B, and the shearing force between the layers is transmitted via the panel damper 13 between the bracket 12 joined to the lower steel column 2B and the steel beam 1 joined to the upper steel column 2A. The bending moment of the steel beam 1 in the direction perpendicular to the vertical plane in FIG. 3A is transmitted through the flange frame 13b of the panel damper 13, and the horizontal shearing force of the steel beam 1 in the same direction is It is transmitted to lower steel column 2B via 13b.

When a horizontal acceleration due to an earthquake is input, the normal state shown in FIG.
As shown in the figure, the lower steel column 2B and the steel frame above it (the upper steel column 2A, the steel beam 1 and its joint 10 etc.)
However, the panel damper 13 undergoes plastic deformation repeatedly due to the relative displacement with the sliding of the sliding bearing 11, and vibration energy is consumed. If the height of the panel damper 13 is made sufficiently smaller than the floor height, the relative displacement angle (interlayer displacement angle) between the lower steel beam 1 and the upper steel beam 1 in this figure is compared. As a result, the shear displacement angle applied to the panel damper 13 increases, and a large damping effect can be exhibited.

Further, according to this embodiment, the stud-shaped or brace-shaped support members 105 and 106 made of steel or the like as in the prior art of FIG. Reduction can be achieved. In addition, since the slide bearing 11, the bracket 12, and the panel damper 13 are provided near the beam-column joint 10, they are placed in the ceiling space above the ceiling plate 3 shown by a dashed line in FIG. Can be stored. Therefore, the sliding bearing 11, the bracket 12, and the panel damper 13 are not exposed from the opening 4 in the construction surface, and the design of the opening 4 and the like are not restricted.

FIG. 3 shows an example of a four-story steel building employing the vibration control structure of the present invention, wherein (A) is a plan view,
(B) is an elevational view taken along the line BB ′ in (A).
That is, in FIG. 3, the steel beam 1 of each layer is connected in a grid pattern in the horizontal direction to the head of the steel column 2 of each layer, and the sliding bearing 11, the bracket 12, and the panel damper 1 are provided.
Numerals 3 are arranged at every other column in the horizontal direction and in series with each other in the vertical direction among the beam-to-column joints 10 between the steel columns 2 and the steel beams 1.

As shown in FIG. 3B, the steel beam 1
Is a second beam member 1b joined by bolts via an attachment plate or the like between the first beam member 1a constituting the beam-column joint 10 and the first beam member 1a adjacent in the horizontal direction. Consists of The steel column 2 is manufactured in advance in a factory in a state where the first beam member 1a or the first beam member 1a is connected to the first beam member 1a via the bracket 12, the panel damper 13 and the like, and the sliding bearing 11, the bracket The panel 12 and the panel damper 13 are assembled and manufactured at a factory as a part of the steel column 2.

Accordingly, in the construction of the steel building shown in FIG. 3, first, the steel columns 2, 2
, And the first beam members 1a, 1a, 1a, 1a, between the first layers 1a, 1a,. ..., the second beam members 1b, 1b, ... are respectively joined in between, and the third and fourth layers of steel columns 2, 2, ... are built on the second layers of steel columns. The steps can be carried out in the same procedure as in a normal case, such as joining together, and a separate step for attaching the panel damper 13 and the like is not required.

The sliding bearing 11 is basically composed of the lower steel column 2
B has a structure in which a lower sliding member joined to the upper end surface and an upper sliding member joined to the lower end surface of the upper steel column 2A facing the lower sliding member are closely abutted so as to be slidable in the horizontal direction. As a specific example, those shown in FIGS. 4 to 7 are preferable.

Among them, the sliding bearing 11 shown in FIG.
The lower sliding member is made of a smooth stainless steel plate 111 fixed to an end plate 2b constituting the upper surface of the head of the lower steel column 2B with a screw member or the like (not shown). The upper sliding member to be combined is PT
It is composed of a low friction resin plate 112 such as FE (polytetrafluoroethylene; for example, trade name Teflon), and this low friction resin plate 112 is a screw member not shown on the end plate 2a constituting the lower end surface of the upper steel column 2A. It has a structure adhered to the lower surface of the metal holder 113 fixed by, for example,.

In the sliding bearing 11 shown in FIG. 5, the lower sliding member is made of the same stainless steel plate 111 as in FIG. 4, and the upper sliding member is made of a low friction resin plate 112 such as PTFE.
Consists of In the end plate 2a of the upper steel column 2A,
A metal holder 113 is fixed by a screw member or the like (not shown), and a metal second holder 115 is connected to a lower side of the metal holder 113 via a rubber plate 114.
Are adhered to the lower surface of the second holder 115. Since the rubber plate 114 absorbs a construction error and reduces a bending moment applied to the joint, the sliding bearing 1
This is effective for retaining the function of (1). It is effective to use, for example, chloroprene rubber or the like as the rubber plate 114.

The sliding bearing 11 shown in FIG. 6 is a smooth stainless steel in which a lower sliding member is fixed to an end plate 2b constituting an upper end surface of a lower steel column 2B by a screw member (not shown) or the like. The upper sliding member, which is made of a steel plate 111 and slidably butted against the steel plate 111, is an upper steel column 2
A is formed of a smooth stainless steel plate 116 fixed to an end plate 2a constituting a lower end surface of the A by a screw member or the like (not shown).

The sliding bearing 11 shown in FIG. 7 utilizes a pendulum motion and is called a spherical sliding bearing or a curved sliding bearing, and a pair of plate-like members 1 arranged vertically.
A spherical concave surface 117a is formed on one or both of the opposing surfaces of the two plate-like members 17A and 117B.
A mover 118 whose contact surface with the spherical concave surface 117a forms a spherical convex surface 118a is interposed between 17A and 117B. The sliding surface formed by the spherical concave surface 117a and the spherical convex surface 118a is formed of a material having a low friction coefficient such as PTFE. Reference numeral 119 denotes a dust seal.

The sliding bearing 1 shown in FIGS.
In No. 1, seismic energy can be absorbed to some extent by the frictional force of the sliding surface.

Next, in the embodiment of the present invention shown in the elevation view of FIG. 8, the lower end of the upper steel column 2A extends below the lower surface of the steel beam 1, that is, the sliding bearing 11 is It is interposed between the lower end of the lower steel column 2B and the upper end surface of the lower steel column 2B. The panel dampers 13 connected between the lower brackets 12 and the steel beams 1 are arranged with an appropriate clearance δ with respect to the lower side surface of the upper steel column 2A.

In the embodiment shown in the elevation view of FIG. 9, the lower end surface of the upper steel column 2A and the upper end surface of the lower steel column 2B are connected to each other via a panel damper 13. And
Bracket 12 joined to the upper end of lower steel column 2B
Are rising portions 12a, 12 extending upward from both ends.
a, and the sliding bearing 11 is interposed between the upper end surfaces of the rising portions 12 a, 12 a vertically opposed to each other and the lower surface of the steel beam 1. The rising portion 12
a, 12a are formed with an appropriate clearance δ with respect to the panel damper 13.

The embodiment shown in the elevation view (A) and BB 'arrow view (B) of FIG. 10 is basically similar to that of FIG. A sliding bearing 11 that supports the lower surface of the beam-to-column joint 10 so as to be freely displaceable in the horizontal direction is joined to the vicinity of the upper end of the lower steel column 2B by welding or the like in a state of projecting horizontally in parallel with the steel beam 1 in four directions. A bracket 12 and four panel dampers 13 connected between the bracket 12 and the steel beam 1 by a plurality of bolts or the like. Each panel damper 13 is attached so that the web panel 13a is perpendicular to the extension direction of the steel beam 1. In addition, each panel damper 13 is disposed on the upper side surface of the lower steel column 2B, respectively.
They are arranged with an appropriate clearance δ.

In each of the embodiments described above, the sliding bearing 11 is interposed between the lower steel column 2B and the steel frame above the lower steel column 2B, as shown in the elevation view of FIG. The embodiment uses a laminated rubber 14 as the movable bearing.
Is used. That is, in this embodiment, the laminated rubber 14 interposed between the upper end surface of the lower steel column 2B and the lower end surface of the upper steel column 2A and the steel beam 1 in the horizontal direction are attached to the head of the lower steel column 2B. It comprises a bracket 12 joined by welding or the like in a state of being extended in parallel, and a panel damper 13 connected between the bracket 12 and the steel beam 1 by a plurality of bolts or the like. An appropriate clearance is formed between each panel damper 13 and the laminated rubber 14.

As is well known, the laminated rubber 14 has a structure in which a rubber layer and a metal plate are alternately laminated in the vertical direction, so that the rigidity in the load transmitting direction (vertical direction) is large, and When a horizontal acceleration is input, the rubber layer is easily deformed in the horizontal direction between the metal plates. For this reason, the same function as the sliding bearing 11 can be exhibited. In addition, this laminated rubber 1
4 absorbs the construction error and reduces the bending moment applied to the joint. As the material of the rubber layer,
For example, it is preferable to use natural rubber or the like.

FIG. 12 shows the configuration of a commercially available bearing 15 which is a kind of rolling bearing applicable as a movable bearing. This bearing 15 is a steel beam,
On one of the upper steel column or the beam-to-column joint, and one of the opposing surfaces of the lower steel column or the bracket fixed thereto,
Fixed via a plurality of screw members not shown,
The pair of X-direction guide rails 151 parallel to each other and one of the end plates 2a and 2b are fixed to one of the end plates 2a and 2b via a plurality of screw members (not shown) in a direction orthogonal to the X-direction guide rails 151. A pair of parallel Y-direction guide rails 152, a slide block 153 fitted to both the X-direction and Y-direction guide rails 151 and 152 so as to be relatively displaceable, and the slide block 153 and the X-direction and It is composed of a bearing row (not shown) composed of a number of steel balls interposed in the fitting portions with the Y-direction guide rails 151 and 152. Thus, relative displacement of the upper frame such as the steel beam and the upper steel column and the lower frame such as the lower steel column in the X direction, the Y direction, and the combined direction thereof is allowed.

Further, in the embodiment shown in FIG. 13, an oil damper 16 which is a kind of viscous damper is used as the damper instead of the panel damper as in the above-described embodiments. The oil damper 16 includes a cylinder 161
A piston 162 slidably and slidably inserted into the cylinder 161, and a rod 163 slidably and slidably inserted into one end wall of the cylinder 161 and coupled to the piston 162. Oil chambers 16a and 16b in both sides of the piston 162 in the inner peripheral space of the piston 161 and filled with viscous oil are communicated via orifices formed in the piston 162 and a valve member (not shown).
One of the cylinder 161 and the rod 163 is fixed to the lower surface of the steel beam 1, and the other is fixed to the head of the lower steel column 2 </ b> B via a bracket 164. A sliding bearing 11 is interposed between the lower surface of the beam-column joint 10 and the upper end surface of the lower steel column 2B.

According to this configuration, when the acceleration in the horizontal direction due to the earthquake is input, the lower steel column 2B and the steel frame above it (the upper steel column 2A, the steel beam 1, the joint 10 thereof, etc.) When the relative displacement in the horizontal direction is caused while sliding on the slide bearing 11, the oil damper 16
The piston 162 is connected to the cylinder 161 via the rod 163.
Slides relatively in the axial direction. Accordingly, the enclosed oil moves between the oil chambers 16a and 16b via the orifice and the valve member formed in the piston 162, and the vibration energy is consumed by the damping force caused by the viscous resistance at this time.

In the embodiment shown in FIG. 14, a viscoelastic damper 17 is used as a damper. The viscoelastic damper 17 includes a pair of outer plates 171, 1 made of a steel plate.
71 and an intermediate plate 172 made of a steel plate inserted therebetween.
And polymer viscoelastic layers 173 and 173 joined between the opposing surfaces of the plates 171, 172 and 171, and one of the outer plate 171 and the inner plate 172 is formed of the steel beam 1. Fixed to the lower surface, the other is the lower steel column 2
B is fixed to the head. The viscoelastic damper 1
A pair 7 is mounted on both sides of the lower steel column 2B, and the outer plate 171 and the inner plate 172 are fixed so as to form a vertical plane parallel to the extension direction of the steel beam 1.
A sliding bearing 11 is interposed between the lower surface of the beam-column joint 10 and the upper end surface of the lower steel column 2B.

According to this configuration, when the acceleration in the horizontal direction due to the earthquake is input, the lower steel column 2B and the steel frame above it (the upper steel column 2A, the steel beam 1, the joint 10 thereof, etc.) When a relative displacement in the horizontal direction is caused with sliding on the sliding bearing 11, the viscoelastic damper 17
The polymer viscoelastic layer 173 is sheared between the outer plate and the inner plate 172 which are relatively displaced together with the steel beam 1 and the lower steel column 2B, whereby vibration energy is converted into heat energy and absorbed.

In the configuration of FIG. 14, the absorption of the vibration energy by the viscoelastic damper 17 is effective for the vibration displacement in the V direction in the figure, but as shown in FIG.
Bracket 12 in which each viscoelastic damper 17 is joined to the head of lower steel column 2B in a state of extending in parallel with steel beam 1
And, when interposed so as to be horizontal between the opposing surfaces of the steel beam 1, the horizontal vibration displacement in all directions,
Vibration energy can be absorbed.

The present invention is not construed as being limited to the illustrated embodiment. For example, the orientation of the panel damper 13 in FIGS. 8 and 11 may be the same as that in FIG. 10, and the laminated rubber 14 in FIG.
And the sliding bearing 11 shown in FIGS. 13 to 15 may be replaced with the laminated rubber 11 shown in FIG. 11 or the bearing bearing shown in FIG. And various other combinations are possible.

In addition, not only in a building having a steel structure, but also in a case of a reinforced concrete structure, a steel reinforced concrete structure, or other structures, the vibration damping effect can be exerted by arranging similarly.

[0039]

According to the vibration control structure of a building according to the present invention,
A movable bearing that supports vertical load so that it can be relatively displaced in the horizontal direction, and a damper that receives horizontal shearing force between the relatively lower frame and the upper frame due to the earthquake. Various combined vibration control functions can be obtained, and further, since no brace-shaped or stud-shaped support members are used, construction costs and weight can be reduced as compared with conventional vibration control structures.

Further, since the damper and the movable bearing can be manufactured in a factory as a part of the steel column and can be carried to the site as it is, the construction at the site can be carried out easily and quickly, and the damper and the movable bearing can be manufactured. And the like are not exposed to the openings and the like in the construction surface, and therefore, an excellent effect that the design of the openings and the like is hardly restricted is realized.

[Brief description of the drawings]

FIG. 1 is a partial view showing an embodiment in which a panel damper is used as a damper and a sliding bearing is used as a movable bearing in a vibration control structure of a building according to the present invention. (B) is a view on arrow BB ′ in (A).

FIG. 2 shows the operation of the embodiment, and FIG.
FIG. 3B is an explanatory diagram illustrating a normal state, and FIG.

FIGS. 3A and 3B show a steel building employing the vibration control structure of the embodiment, wherein FIG. 3A is a plan view and FIG. 3B is an elevation view taken along the line BB ′ in FIG.

FIG. 4 is an explanatory diagram showing a configuration of a sliding bearing applied in the embodiment.

FIG. 5 is an explanatory diagram showing another configuration of the slide bearing applied in the embodiment.

FIG. 6 is an explanatory diagram showing another configuration of the sliding bearing applied in the embodiment.

FIG. 7 is an explanatory view showing a configuration of a curved sliding bearing as a movable bearing.

FIG. 8 is an elevational view partially showing another embodiment in which a panel damper is used as a damper and a sliding support is used as a movable support in the vibration control structure of a building according to the present invention.

FIG. 9 is an elevational view partially showing another embodiment in which a panel damper is used as a damper and a sliding bearing is used as a movable support in the building vibration control structure of the present invention.

FIG. 10 is a partial view showing another embodiment in which a panel damper is used as a damper and a sliding bearing is used as a movable bearing in the vibration damping structure of a building according to the present invention. (B) is a BB 'arrow view in (A).

FIG. 11 is a partial view showing an embodiment in which a panel damper is used as a damper and a laminated rubber is used as a movable bearing in the vibration damping structure of a building according to the present invention. (B) is a view on arrow BB ′ in (A).

FIG. 12 is an explanatory diagram showing a configuration of a linear bearing support as a movable support.

FIG. 13 is a partial view showing an embodiment in which an oil damper is used as a damper and a sliding bearing is used as a movable bearing in the building vibration control structure according to the present invention. (B) is a view on arrow BB ′ in (A).

FIG. 14 is a partial view showing an embodiment in which a viscoelastic damper is used as a damper and a sliding bearing is used as a movable bearing in the vibration damping structure of a building according to the present invention. (B) is a BB 'arrow view in (A).

FIG. 15 is a partial view of another embodiment using a viscoelastic damper as a damper and a sliding bearing as a movable support in the building vibration control structure of the present invention. (B) is a view taken in the direction of arrows BB ′ in (A).

16 (A) and 16 (B) are explanatory views showing a vibration control structure of a building according to a conventional technique, wherein FIG. 16 (A) shows a normal state and FIG. 16 (B) shows a deformation state due to an earthquake.

[Explanation of symbols]

 DESCRIPTION OF SYMBOLS 1 Steel beam 2, 2A, 2B Steel column 10 Beam-column joint 11 Sliding bearing 13 Panel damper 14 Laminated rubber 15 Bearing bearing 16 Oil damper 17 Viscoelastic damper

──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. ⁷ Identification FI FI Theme Court ゛ (Reference) F16F 15/02 F16F 15/02 K (72) Inventor Yasuhito Sasaki 6-15, Sendagaya, Shibuya-ku, Tokyo No. F-term in Fujita Co., Ltd. (reference) 3J048 AA03 AB01 BD08 BE03 BG02 BG04 DA10 EA38

Claims (7)

[Claims] 1. A vibration control structure for a building, wherein the movable bearing and the damper are arranged in a frame of the building. 2. A movable bearing for supporting a relatively upper frame on a relatively lower frame so as to be relatively displaceable in the horizontal direction, and between the relatively lower frame and the relatively upper frame. The damping structure for a building according to claim 1, further comprising: a damper interposed between the damper and the damper. 3. A movable bearing is provided on a column head below a beam-column joint, and a damper is directly or interposed between the lower surface of a beam extending from the beam-column joint and the column head below the beam. The building vibration control structure according to claim 1 or 2, wherein the building is connected via an object. 4. A movable bearing is directly or via an interposition between a lower surface of a beam extending from the beam-column joint and a column head below the beam, and a damper is provided below the beam-column joint. The vibration control structure for a building according to claim 1, wherein the vibration control structure is provided on a column cap of the building. 5. The movable bearing is selected from a sliding bearing, a rolling bearing, a spherical sliding bearing and a laminated rubber bearing, and the damper is selected from a hysteretic damper, a viscous damper and a viscoelastic damper. The vibration control structure of a building according to any one of claims 1 to 4, wherein: 6. The vibration damping structure for a building according to claim 1, wherein the damper comprises a panel damper. 7. The vibration control structure for a building according to claim 1, wherein the frame of the building is a steel frame structure.