JPH03183876A - Elastic and plastic damper - Google Patents

Elastic and plastic damper

Info

Publication number
JPH03183876A
JPH03183876A JP32087189A JP32087189A JPH03183876A JP H03183876 A JPH03183876 A JP H03183876A JP 32087189 A JP32087189 A JP 32087189A JP 32087189 A JP32087189 A JP 32087189A JP H03183876 A JPH03183876 A JP H03183876A
Authority
JP
Japan
Prior art keywords
elastic
plastic
elastoplastic
damper
guide wheel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP32087189A
Other languages
Japanese (ja)
Other versions
JPH0819788B2 (en
Inventor
Isanari Soda
五月也 曽田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sato Kogyo Co Ltd
Original Assignee
Sato Kogyo Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sato Kogyo Co Ltd filed Critical Sato Kogyo Co Ltd
Priority to JP32087189A priority Critical patent/JPH0819788B2/en
Publication of JPH03183876A publication Critical patent/JPH03183876A/en
Publication of JPH0819788B2 publication Critical patent/JPH0819788B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Springs (AREA)
  • Vibration Dampers (AREA)

Abstract

PURPOSE:To promote the effect of vibration control by forming an elastic and plastic body having a U-shaped part, a guide wheel mounted on the U-shaped part of the elastic and plastic body and bearing members to which a leg section of the elastic and plastic body is fixed. CONSTITUTION:An elastic and plastic damper is constituted of U-shaped members 1 to function as an elastic and plastic body, a guide wheel 2 with which a U-shaped part is interlocked, bearing members 3 and wires 4 to bear the wheel 2 on the bearing members 3. After that, when a relative variation in the bearing members 3 occurs in the direction of the arrow, the members 1 move to a part to generate strain or a part to release strain as the rotation of the wheel 2, and the whole form is changed from U to J. Then, curvature is constrained by the wheel 2, and the concentration of strain to a specific section is avoided. According to the constitution, the effect of vibration control against the large external disturbance can be also promoted.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、建造物の免震ないし制置構造に利用されるダ
ンパーに関し、更に詳しくは、地震等のエネルギーを変
形により吸収するもので、小変形では弾性、大変形では
塑性変形する弾塑性材料の特性を利用した弾塑性ダンパ
ーに関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a damper used in the seismic isolation or restraint structure of buildings, and more specifically, to a damper that absorbs energy such as an earthquake through deformation. This paper relates to elasto-plastic dampers that utilize the characteristics of elasto-plastic materials that deform elastically under small deformations and plastically under large deformations.

[従来の技術] 従来の弾塑性ダンパーは、鋼・鉛などの金属材料の■げ
・剪断・捩じりの各変形を単独に、或いは複合させて用
いることが多い。
[Prior Art] Conventional elastoplastic dampers often use bending, shearing, and torsional deformation of metal materials such as steel and lead, either singly or in combination.

金属材料は、曲げ・剪断・捩じり何れの変形においても
歪みが一定の大きさ以上になると材料の破断に至る。従
来の機構による弾塑性ダンパーにおいてはダンパーの変
形量の増加につれて塑性変形する部分の歪みが増加し、
しかも塑性歪みの発生およびその繰り返しが特定の断面
に集中するため、ダンパーとしての復元力特性はその塑
性率の実用上の限界値が5〜10程度である。変形能力
を大きくするためには弾性変形量を大きくする必要かあ
るが、この場合には小さな外乱の作用に対してダンパー
としての機能を発揮できないことになる。逆に、小さな
外乱の作用に対してダンパーとしての機能を発揮するた
めには弾性限界を小さく定める必要があり、その場合に
は、大きな外乱が作用する時に、幾何学的非線形性、歪
み効果など定量化の難しい要因の影響を強く受けて変形
能力に乏しくなるほか、破断に至る可能性も極めて高い
When a metal material is deformed by bending, shearing, or torsion, if the strain exceeds a certain level, the material will break. In elastoplastic dampers with conventional mechanisms, as the amount of deformation of the damper increases, the strain in the plastically deformed part increases.
Moreover, since the occurrence of plastic strain and its repetition are concentrated in a specific cross section, the practical limit value of the plastic modulus of the restoring force characteristic as a damper is about 5 to 10. In order to increase the deformation ability, it is necessary to increase the amount of elastic deformation, but in this case, the damper cannot function as a damper against the effects of small disturbances. Conversely, in order to function as a damper against the action of small disturbances, it is necessary to set the elastic limit small, and in that case, when large disturbances act, geometric nonlinearity, distortion effects, etc. It is strongly affected by factors that are difficult to quantify, resulting in poor deformability and an extremely high possibility of breakage.

[発明が解決しようとするB朋] 本発明は、既往の弾塑性ダンパーの機構では大きな塑性
率における変形の繰り返しに対して安定した履歴特性を
保有できない点を改良するために創作されたものであり
、具体的には下記の項目を目的として行われた。
[To be solved by the invention] The present invention was created to improve the problem that existing elasto-plastic damper mechanisms cannot maintain stable hysteresis characteristics against repeated deformation at large plasticity ratios. Specifically, it was conducted with the following objectives:

A1弾塑性材料の特定ケ所に曲げ歪みが集中しないよう
にし、なおかつ、その全断面に亘って破断に直接影響す
るような大きな曲げ歪みが生じないようにすること。
A1 To prevent bending strain from concentrating on a specific part of an elastoplastic material, and also to prevent large bending strain that would directly affect fracture from occurring over its entire cross section.

B、小さな塑性率から大きな塑性率に至る間で。B, between small and large plasticity rates.

常に安定した履歴ループを描き、変形量および繰返回数
が増加しても耐力・剛性に大きな変化が無いようにする
こと。
Always draw a stable hysteresis loop so that there is no major change in proof stress or rigidity even if the amount of deformation or number of repetitions increases.

C9幾何学的非線形性の影響を抑え、解析的に定量化が
容易な機構とすること。
C9 To suppress the influence of geometric nonlinearity and create a mechanism that is easy to quantify analytically.

D、復元力特性が脆性的に劣化しないようにすること。D. To prevent the restoring force characteristics from deteriorating brittlely.

[課題を解決するための手段] 本発明の弾塑性ダンパーは、比較的延性の高い金属材料
及び/又は高分子材料の一種又はその複合材で形成され
、U字形部分を有する弾塑性体と、この弾塑性体のU字
形部分に取り付けられ、その内径にほぼ等しい外径を有
するガイドホイールと、弾塑性体の脚部を固定する支持
部材とから成ること、 ガイドホイールがワイヤーにより支持部材に固定されて
いること、 弾塑性体が両端にU字形部分を有するループ状に形成さ
れており、その両端に一対のガイドホイールが設けられ
ていること、 弾塑性体が2以上の金属ないし高分子材料によってaF
構造に形成されていること、層と層との間にゴム層が配
置されること、弾塑性体が、支持部材と先端に結合手段
を有するアーム部材との間に配置・固定されていること
、を各々特徴とする。
[Means for Solving the Problems] The elasto-plastic damper of the present invention includes an elasto-plastic body made of a relatively highly ductile metal material and/or polymeric material, or a composite material thereof, and having a U-shaped portion; consisting of a guide wheel attached to the U-shaped portion of the elastoplastic body and having an outer diameter approximately equal to the inner diameter thereof, and a support member that fixes the legs of the elastoplastic body; the guide wheel is fixed to the support member by a wire; The elastoplastic body is formed into a loop shape with a U-shaped portion at both ends, and a pair of guide wheels are provided at both ends.The elastoplastic body is made of two or more metals or polymeric materials. by aF
A rubber layer is arranged between the layers, and an elastoplastic body is arranged and fixed between the support member and the arm member having a coupling means at the tip. , are each characterized by

[実施例] 次に、本発明を添付図面に示す実施例に従って詳細に説
明する。
[Example] Next, the present invention will be described in detail according to an example shown in the accompanying drawings.

第1図及び第2図は、本発明の第1の実施例を示すもの
であって、図中、lは弾塑性体として機能するU字形部
材であり、U字形部分はガイドホイール2に係合されて
おり、両端部は支持部材3に接合されている。4はワイ
ヤーである。
1 and 2 show a first embodiment of the present invention, in which l represents a U-shaped member that functions as an elastoplastic body, and the U-shaped portion engages with the guide wheel 2. Both ends are joined to the support member 3. 4 is a wire.

U字形部材1のU字形部分の内径は、ガイドホイール2
の外径にほぼ等しくなるように設定されている0弾塑性
体としてのU字形部材1は、主として、軟鋼、ステンレ
ス鋼、銅、鉛、アルミニウムなど比較的延性の高い金属
材料、或いは高分子材料を用いて形成する。高分子材料
や鉛などのように特に柔らかであり、曲げ変形及びその
繰返し回数の増加につれて延びが大きくなるおそれのあ
る材料を用いる場合には、ワイヤーなどのように、曲げ
剛性が低く、引っ張り剛性の高い材料のもので補強を行
うのが好ましい。
The inner diameter of the U-shaped portion of the U-shaped member 1 is the same as that of the guide wheel 2.
The U-shaped member 1 as an elastoplastic body, which is set to be approximately equal to the outer diameter of Form using. When using materials such as polymer materials and lead that are particularly soft and may elongate as bending deformation increases and the number of repetitions thereof increases, bending rigidity is low and tensile rigidity is low, such as wire. It is preferable that the reinforcement be made of a material with high resistance.

なお、U字形部材1の断面形状、及び配置する本数には
限定がない。
Note that there are no limitations on the cross-sectional shape of the U-shaped member 1 and the number of U-shaped members arranged.

第3図に示すように、U字形部材1の軸に沿って矢印の
方向に力を加えた場合に、変形の増加に連れて破線のよ
うな不安定な形状に変化して行く。第1図及び第2図に
示す態様のものでは、2本のU字形部材1を互いに向き
を逆にして配置し、両者の間にガイドホイール2を挿入
したものである。この場合に矢印のように加力をすると
、個々のU字形部材lが第3図に示す破線のように変形
することを互いに拘束するため、全体はU形からJ形へ
の安定した形状の変化を示す。
As shown in FIG. 3, when a force is applied along the axis of the U-shaped member 1 in the direction of the arrow, the U-shaped member 1 changes into an unstable shape as shown by the broken line as the deformation increases. In the embodiment shown in FIGS. 1 and 2, two U-shaped members 1 are arranged with their directions opposite to each other, and a guide wheel 2 is inserted between them. In this case, if a force is applied as shown by the arrow, the individual U-shaped members l will be restrained from deforming as shown by the broken lines in Figure 3, and the whole will change from a U-shape to a J-shape in a stable shape. Show change.

支持部材3に矢印の方向に相対的な変位が生じると、U
字形部材lではこのガイドホイール2の回転につれて歪
みの生じる部分或いは歪みの解除される部分が移動して
、全体の形が、U形からJ形へと変化するが、ガイドホ
イール2により曲率が拘束されるために、特定断面に歪
みが集中することを避けることかできる。ガイドホイー
ル2の曲率は第5図、第6図のようなσ−(関係を持つ
弾塑性材料の歪みが降伏棚上にある範囲で用いれば、ダ
ンパーの耐力の推定が容易であるばかりでなく、材料の
歪み効果の影響も受けずに非常に安定したエネルギー吸
収性能が得られる。しかも、この履歴ループは降伏剛性
がほとんどゼロに等しく、完全弾塑性形に近いという大
きな特徴な持つ。
When a relative displacement occurs in the support member 3 in the direction of the arrow, U
In the shape member L, as the guide wheel 2 rotates, the part where the distortion occurs or the part where the distortion is released moves, and the overall shape changes from a U-shape to a J-shape, but the curvature is restrained by the guide wheel 2. Therefore, concentration of strain on a specific cross section can be avoided. If the curvature of the guide wheel 2 is used within the range where the strain of the elastoplastic material is on the yield shelf as shown in Figures 5 and 6, it will not only be easy to estimate the proof stress of the damper. , extremely stable energy absorption performance can be obtained without being influenced by material strain effects.Moreover, this hysteresis loop has a significant characteristic in that the yield stiffness is almost equal to zero, and it is close to a completely elastoplastic shape.

ダンパーに対する繰り返し加力の回数が増大すると、U
字形部材lの一部に破断するものが生じることも予悲さ
れる。このような場合にガイドホイール2が外れてダン
パーの機構が脆性的に破壊することを防ぎ、安定した履
歴特性を継続して発揮できるようにするため、ガイドホ
イール2は予め、例えば4本のワイヤー4により支持部
材3に支持しておくのが好ましい。
As the number of repeated loads on the damper increases, U
It is foreseen that some parts of the character-shaped member 1 will break. In order to prevent the guide wheel 2 from coming off and brittlely destroying the damper mechanism in such a case, and to ensure that it can continue to exhibit stable hysteresis characteristics, the guide wheel 2 is pre-wired with, for example, four wires. 4 is preferably supported on the support member 3.

ダンパーの組み立てに当たっては、支持部材3とU字形
部材1.U字形部材lとガイドホイール2との間にそれ
ぞれ隙間が生じないように取り付ければ、ダンパーの耐
力は変わらないものの、より初期剛性の高い履歴特性を
得ることができる。
When assembling the damper, the supporting member 3 and the U-shaped member 1. If the U-shaped member 1 and the guide wheel 2 are attached so that there is no gap between them, although the proof stress of the damper remains the same, it is possible to obtain hysteresis characteristics with higher initial rigidity.

第4図は、本発明の第2の実施例を示すもので、間隔な
一定に保持して取り付けられた2個のガイドホイール2
・2の回りに第1図及び第2図に示したU字形部材lと
同一の素材で半円弧と直線とから戊るループ状の弾塑性
体5を取り付け、この部材に直接軸方向力を加えること
により、前記第1実施例の場合と同様の履歴特性を得る
ことができる。
FIG. 4 shows a second embodiment of the invention, in which two guide wheels 2 are mounted at a constant distance.
・A loop-shaped elastoplastic body 5 made of the same material as the U-shaped member l shown in Figs. 1 and 2 is attached around 2, and an axial force is applied directly to this member. By adding this, it is possible to obtain the same history characteristics as in the first embodiment.

U字形部材l(弾塑性体5)は、第5図に示すように、
積層構造にすることも好ましく、更に、各層ごとに材質
を異にする素材を用いた複合構造にすることも好ましい
、また、図示しないが、暦と層との間には、ゴム層を配
置するようにして、巾方向への若干の寸法変化に対応で
きるように構成することも好ましい。
As shown in FIG. 5, the U-shaped member l (elastoplastic body 5) is
It is also preferable to have a laminated structure, and it is also preferable to have a composite structure in which each layer is made of a different material.Also, although not shown, a rubber layer is arranged between the calendar and the layer. It is also preferable to configure it so that it can accommodate slight dimensional changes in the width direction.

第7図〜第9図は、本発明の弾塑性ダンパーを制置構造
に適用した例を示すものである。
7 to 9 show examples in which the elastoplastic damper of the present invention is applied to a restraining structure.

弾塑性ダンパーAは、第7図に示すように、壁B−C間
に一定の間隔で配置し、例えば矢符で示す如く、壁B−
Cが反対方向に相対的なズレな生じさせる場合に機能す
る。
As shown in FIG. 7, the elastic-plastic dampers A are arranged at regular intervals between the walls B-C, and for example, as shown by the arrows, the elasto-plastic dampers A
It works when C causes a relative shift in the opposite direction.

第8図及び第9図に示すように、この実施例では、一対
のU字形部材lO・11と、ガイドホイール20を介し
て連結される単一のU字形部材12とで構成される。勿
論、U字形部材が各々一対である態様を排除するもので
はない。
As shown in FIGS. 8 and 9, this embodiment is composed of a pair of U-shaped members 10 and 11 and a single U-shaped member 12 connected via a guide wheel 20. As shown in FIGS. Of course, this does not preclude an embodiment in which each U-shaped member is a pair.

各U字形部材10・11・12の開放端部は、支持部材
30・31にボルト・ナツト60によって結合されてお
り、ボルト・ナツト60の延長部分は、埋め込みボルト
の如く壁B−C中に埋設される。
The open end of each U-shaped member 10, 11, 12 is connected to the support member 30, 31 by a bolt/nut 60, the extension of which is inserted into the wall B-C like a stud bolt. Buried.

第10図〜第12図は、本発明の弾塑性ダンパーを免震
構造に適用した例を示すものである。
10 to 12 show examples in which the elastoplastic damper of the present invention is applied to a seismic isolation structure.

第1O図及び第11図は、本発明に係る’i1m塑性ダ
ンパーD−Dを建造物の基礎部に構築される免震構造に
組み込んだ例を示すものである。
FIGS. 1O and 11 show an example in which the 'i1m plastic damper DD according to the present invention is incorporated into a seismic isolation structure constructed in the foundation of a building.

この実施例の弾塑性ダンパーDは第12図に示すように
構成されている。即ち、この実施例のものは、二対のU
字形部材13・14・15・16の組み合わせで構成さ
れており、隣接するU字形部材13と14、及び15と
16の開放端の一方は、夫々アーム部材17に結合され
ており、開放端の他方は支持部材18・18に結合され
ている。更に、支持部材18・18は基板19に結合さ
れており、この基板19は、免震構造のアイソレーター
を支持する基礎Eに結合されており、アーム部材17の
先端に設けられている結合手段を介して建造物の上部構
造の基礎部に連結される。この場合、図示の如く、弾塑
性ダンバーDを一対づつ配置して、そのアーム部材17
の先端どうしを結合するのが好ましい態様である。
The elastoplastic damper D of this embodiment is constructed as shown in FIG. That is, in this embodiment, two pairs of U
It is composed of a combination of U-shaped members 13, 14, 15, and 16, and one of the open ends of adjacent U-shaped members 13 and 14 and 15 and 16 is connected to an arm member 17, respectively. The other end is connected to support members 18, 18. Further, the supporting members 18 are connected to a substrate 19, which is connected to a foundation E that supports the isolator of the seismic isolation structure, and a connecting means provided at the tip of the arm member 17. It is connected to the foundation of the superstructure of the building via. In this case, as shown in the figure, elastoplastic dampers D are arranged in pairs and their arm members 17
In a preferred embodiment, the tips of the two are joined together.

[発明の効果] 1、 U字形部材ないし弾塑性部材の断面形、棒の長さ
、本数、ガイドホイールの径をm節することにより任意
の剛性、耐力、弾塑性率、変形量、耐久性を得ることが
できる。
[Effects of the invention] 1. Any rigidity, yield strength, elasto-plastic modulus, deformation amount, and durability can be achieved by changing the cross-sectional shape of the U-shaped member or elasto-plastic member, the length and number of rods, and the diameter of the guide wheel to m sections. can be obtained.

2、免震・制置装置として、装置に予め設定した以上の
応力が生じない機構とすることにより、構造物への入力
の増加を抑制し、制振効果を高めるとともに、制振効果
の定量化を容易にすることを可能とする理想的な弾塑性
ダンパーが得られる。
2. As a seismic isolation and restraint device, by using a mechanism that does not generate stress greater than the preset value in the device, it is possible to suppress the increase in input to the structure, increase the vibration damping effect, and quantify the vibration damping effect. An ideal elastoplastic damper can be obtained that allows for easy fabrication.

3、あらゆる制振構法システムに適用が可能である。3. Applicable to all vibration damping construction systems.

4、機構が簡単で製作が容易かつ安価であるため大量生
産ができる。
4. The mechanism is simple, easy to manufacture, and inexpensive, allowing for mass production.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は本発明の1実施例を示す平面図、第2図は第1
図■−11線断面図、第3図は機能の説明図、第4図及
び第5図は他の実施例を示す平面図、第6図は弾塑性体
の応力と歪みの関係を示すグラフ、第7図は制置構造へ
の施工例を示す概略図、第8図は同じくダンパ一部分の
拡大図、第9図は同じくダンパーの中央縦断平面図、第
10図及び第11図は免震構造への施工例を示す概略図
、第12図は同じくダンパーの拡大図である。 図中において各符号は下記を指示する。 l:U字形部材 2ニガイドホイール 3:支持部材 4:ワイヤー 5:弾塑性体 10:U字形部材 1にlノ 12:ノ1 13:Jノ 14:   ll 15:   H !6:U字形部材 17:アーム部材 18:支持部材 19:基板 20ニガイドホイール 30:支持部材 31:     ll 60:ボルト・ナツト A:測知性ダンパー B:壁 C:壁 り二弾塑性ダンパー Eニアイソレータ−を支持する基礎
FIG. 1 is a plan view showing one embodiment of the present invention, and FIG. 2 is a plan view showing one embodiment of the present invention.
Figure ■-11 line sectional view, Figure 3 is an explanatory diagram of functions, Figures 4 and 5 are plan views showing other embodiments, Figure 6 is a graph showing the relationship between stress and strain of an elastoplastic body. , Fig. 7 is a schematic diagram showing an example of construction on a restraining structure, Fig. 8 is an enlarged view of a part of the damper, Fig. 9 is a central longitudinal sectional plan view of the damper, and Figs. 10 and 11 are seismic isolation. FIG. 12, which is a schematic diagram showing an example of construction on a structure, is an enlarged view of the damper. In the figure, each symbol indicates the following. l: U-shaped member 2 guide wheel 3: supporting member 4: wire 5: elastic-plastic body 10: U-shaped member 1 l no 12: no 1 13: J no 14: ll 15: H! 6: U-shaped member 17: Arm member 18: Supporting member 19: Substrate 20 Ni Guide wheel 30: Supporting member 31: ll 60: Bolt/Nut A: Sensitive damper B: Wall C: Wall 2 Elastoplastic damper E Foundation supporting the isolator

Claims (1)

【特許請求の範囲】 1、比較的延性の高い金属材料及び/又は高分子材料の
一種又はその複合材で形成され、U字形部分を有する弾
塑性体と、この弾塑性体のU字形部分に取り付けられ、
その内径にほぼ等しい外径を有するガイドホィールと、
弾塑性体の脚部を固定する支持部材とから成る弾塑性ダ
ンパー。 2、ガイドホィールがワイヤーにより支持部材に固定さ
れていることを特徴とする請求項1に記載した弾塑性ダ
ンパー。 3、弾塑性体が両端にU字形部分を有するループ状に形
成されており、その両端に一対のガイドホィールが設け
られている弾塑性ダンパー。 4、弾塑性体が2以上の金属ないし高分子材料によって
積層構造に形成されていることを特徴とする請求項1〜
3のいずれかに記載の弾塑性ダンパー。 5、層と層との間にゴム層が配置されることを特徴とす
る請求項4に記載の弾塑性ダンパー。 6、弾塑性体が、支持部材と先端に結合手段を有するア
ーム部材との間に配置・固定されていることを特徴とす
る請求項1〜5のいずれかに記載の弾塑性ダンパー。
[Claims] 1. An elastoplastic body made of a relatively highly ductile metal material and/or polymeric material or a composite material thereof, and having a U-shaped portion; attached,
a guide wheel having an outer diameter approximately equal to its inner diameter;
An elasto-plastic damper consisting of a support member that fixes the legs of an elasto-plastic body. 2. The elastic-plastic damper according to claim 1, wherein the guide wheel is fixed to the support member by a wire. 3. An elasto-plastic damper in which the elasto-plastic body is formed into a loop shape with U-shaped portions at both ends, and a pair of guide wheels are provided at both ends of the loop. 4. Claims 1 to 4, wherein the elastoplastic body is formed into a laminated structure of two or more metals or polymeric materials.
3. The elastoplastic damper according to any one of 3. 5. The elastic-plastic damper according to claim 4, characterized in that a rubber layer is disposed between the layers. 6. The elastoplastic damper according to any one of claims 1 to 5, wherein the elastoplastic body is arranged and fixed between the support member and the arm member having a coupling means at its tip.
JP32087189A 1989-12-11 1989-12-11 Elastic-plastic damper Expired - Lifetime JPH0819788B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32087189A JPH0819788B2 (en) 1989-12-11 1989-12-11 Elastic-plastic damper

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32087189A JPH0819788B2 (en) 1989-12-11 1989-12-11 Elastic-plastic damper

Publications (2)

Publication Number Publication Date
JPH03183876A true JPH03183876A (en) 1991-08-09
JPH0819788B2 JPH0819788B2 (en) 1996-02-28

Family

ID=18126191

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32087189A Expired - Lifetime JPH0819788B2 (en) 1989-12-11 1989-12-11 Elastic-plastic damper

Country Status (1)

Country Link
JP (1) JPH0819788B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4918619B1 (en) * 2011-03-17 2012-04-18 久幸 三宮 Isolation device
WO2020132757A1 (en) * 2018-12-27 2020-07-02 Pontificia Universidad Catolica De Chile Energy dissipation device made up of oval-shaped metal dissipators
JP2021162099A (en) * 2020-03-31 2021-10-11 旭化成ホームズ株式会社 Energy absorption member
CN115247460A (en) * 2021-12-23 2022-10-28 兰州理工大学 A basic vibration isolation composite limit device

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4918619B1 (en) * 2011-03-17 2012-04-18 久幸 三宮 Isolation device
WO2020132757A1 (en) * 2018-12-27 2020-07-02 Pontificia Universidad Catolica De Chile Energy dissipation device made up of oval-shaped metal dissipators
JP2021162099A (en) * 2020-03-31 2021-10-11 旭化成ホームズ株式会社 Energy absorption member
CN115247460A (en) * 2021-12-23 2022-10-28 兰州理工大学 A basic vibration isolation composite limit device
CN115247460B (en) * 2021-12-23 2024-02-27 兰州理工大学 Foundation shock insulation composite limiting device

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