Damping brace and structure

1. A damping brace, comprising:

an axial force member configured to provide bearing forces against at least one of a tensile force and a compressive force that acting in an axial direction;

a constraining member provided around the axial force member so as to constrain the axial force member;

a stiffening part positioned at an end section of the axial force member so as to increase a stiffness of the damping brace; and

an adhesion preventive coating provided between the constraining member and the stiffening part so as to prevent an adhesion therebetween,

wherein a length of the stiffening part extending in the axial direction and a gap between the stiffening part and the constraining member as defined by the thickness of the preventive coating are configured so as to prevent an end of the axial force member from rotating and deviating from the axial direction beyond a predetermined angle when the compressive force is applied to the axial force member

and wherein a gap between the axial force member and the constraining member as defined by the thickness of the preventive coating is greater than the gap between the stiffening part and the constraining member.

2. The damping brace of claim 1 , wherein the predetermined angle is 1/75 radian, and wherein the length of the stiffening part is at least 150 mm.

3. The damping brace of claim 2 , wherein the gap between the constraining member and the stiffening part is at most 1 mm.

4. The damping brace of claim 1 , wherein further comprising a pin joint configured to be joined to a structure is provided at an end of the axial force member.

5. The damping brace of claim 1 , wherein the axial force member comprises:

a yielding part covered by the constraining member and which undergoes yielding absorbs energy where subjected to tensile or compressive forces above a certain magnitude; and

a stiffening part which increases the stiffness of the yielding part protruding from the constraining member; further wherein a cross-section area of the stiffening part is larger than that of the yielding part.

6. A rigid structure, comprising:

an arrangement which is at least of columns and beams, the arrangement including a damping brace which comprises:

a. an axial force member configured to provide bearing forces against one of a tensile force and a compressive force that acting in an axial direction,

b. a constraining member provided around the axial force member so as to constrain the axial force member,

c. a stiffening part positioned at an end section of the axial force member, so as to increase a stiffness of the damping brace, and

d. an adhesion preventive coating provided between the constraining member and the stiffening part so as to prevent an adhesion therebetween,

wherein a length of the stiffening part extending along the axial direction and a gap between the stiffening part and the constraining member as defined by the thickness of the preventive coating are configured so as to prevent an end of the axial force member from rotating and deviating from the axial direction beyond a predetermined angle when the compressive force is applied to the axial force member,

and wherein a gap between the axial force member and the constraining member as defined by the thickness of the preventive coating is greater than the gap between the stiffening part and the constraining member.

7. The rigid structure of claim 6 , wherein the damping brace is pin-jointed to the rigid structure.