WO2005116481A1 - Dispositif pour supprimer la vibration verticale - Google Patents

Dispositif pour supprimer la vibration verticale Download PDF

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Publication number
WO2005116481A1
WO2005116481A1 PCT/JP2005/009549 JP2005009549W WO2005116481A1 WO 2005116481 A1 WO2005116481 A1 WO 2005116481A1 JP 2005009549 W JP2005009549 W JP 2005009549W WO 2005116481 A1 WO2005116481 A1 WO 2005116481A1
Authority
WO
WIPO (PCT)
Prior art keywords
component rod
component
tip
pivotally attached
rod
Prior art date
Application number
PCT/JP2005/009549
Other languages
English (en)
Japanese (ja)
Inventor
Shinji Ishimaru
Hidenori Ishigaki
Ippei Hata
Original Assignee
Nihon University
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 Nihon University filed Critical Nihon University
Priority to JP2006513911A priority Critical patent/JP4784916B2/ja
Publication of WO2005116481A1 publication Critical patent/WO2005116481A1/fr

Links

Classifications

    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F15/00—Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/02—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges

Definitions

  • the present invention relates to a vibration damping device for damping a vertically vibrating structure, and more particularly to a structure having a horizontal structure such as an elevated highway or a railway track, or a floor slab forming a bridge.
  • the present invention relates to a vertical vibration damping device applied to a vertical structure to suppress vertical vibration of a horizontal structure.
  • a tension member having a total length longer than a distance between the support portions is provided between support portions provided at a predetermined interval below the flat structure, and the tension member is In the middle of the first link piece, the first link piece is rotatably connected, and the second link piece is rotatably connected to the horizontal structure.
  • the first end of the link piece is rotatably connected to the other end of the link piece, and the first link piece is connected between the first link piece and the second link piece.
  • An urging member that applies tension to the tension member by urging the link piece and the second link piece; and a buffer member that is actuated by rotation of the first link piece and the second link piece.
  • This vibration damper can be applied to existing highways, railway tracks, and bridges, expands the displacement caused by vertical vibration of the horizontal structure, and absorbs the expanded displacement with cushioning members. ⁇ Attenuates and can effectively and effectively suppress vertical vibration of the horizontal structure (see, for example, PCTZJP02Z13630 (page 14, FIG. 1)).
  • Patent Document 1 PCTZJP02Z13630 (Page 14, FIG. 1)
  • the above-described vibration damping device expands the displacement of the vertical vibration generated in the horizontal structure in the horizontal direction that is the orthogonal direction thereof, and absorbs and attenuates the expanded horizontal displacement by the buffer member.
  • the configuration is adopted, the inventor of the present application has found that a further damping effect can be obtained by improving the link.
  • a further vibration damping effect can be expected from the vibration damping device for a structure proposed by the applicant of the present invention, and the workability (by on-site construction), maintenance / management efficiency, and economic efficiency are also improved. It is an object of the present invention to provide a vertical vibration damping device which can perform the vibration.
  • a vertical vibration damping device that works on the present invention employs the following technical means.
  • the vertical vibration damping device is a vertical vibration damping device attached to a structure supported by a support member and having a protruding portion suspended from a bottom surface, wherein a base portion of the protruding portion is provided.
  • a first component rod pivotally attached to a bottom surface of the structure near the base
  • a second component rod pivotally attached to a tip of the first component rod
  • a pivot attached to a tip of the protrusion a third component rod, and a fourth component rod having one end pivotally attached to the tip of the third component rod and the other end pivotally attached to the tip of the first component rod.
  • a tension member in which the tip of the second component rod is pivotally attached at an intermediate position so as to be in the shape of a circle, and at the pivotally attached position of each of the first to fourth component rods. It is characterized in that a certain pivot portion is configured with a required engagement relationship capable of damping friction.
  • the vertical vibration damping device is a vertical vibration damping device mounted on a structure supported by a support member and having a protruding portion suspended from a bottom surface, wherein the base portion of the protruding portion or a base thereof.
  • a first component rod pivotally attached to the bottom surface of the structure near the base, a second component rod pivotally attached to a tip of the first component rod, and a third component rod pivotally attached to a tip of the protrusion.
  • a link portion comprising: a component rod; and a fourth component rod, one end of which is pivotally attached to the tip of the third component rod and the other end pivotally attached to the tip of the first component rod.
  • the tip of the third component rod and the fourth component rod The pivotal connection between the base and the base of the protruding portion or the bottom surface of the structure in the vicinity of the base is provided so as to communicate with each other.
  • the first component rod is stretched along the bottom surface between the buffer portion that absorbs and attenuates the distance displacement from the structure and the base of the structure on the support member side or between the support members.
  • a tension member having a tip portion of the second component rod pivotally connected at an intermediate portion so that the first component rod and the second component rod have a substantially rectangular shape.
  • the pivoted portion which is the pivotally attached portion of, is configured with a required engagement relationship capable of damping friction.
  • the vertical vibration damping device is a vertical vibration damping device mounted on a structure supported by a support member and having a protruding portion suspended from a bottom surface, wherein the base portion of the protruding portion or a base thereof is provided.
  • a first component rod pivotally attached to the bottom surface of the structure near the base, a second component rod pivotally attached to a tip of the first component rod, and a third component rod pivotally attached to a tip of the protrusion.
  • a link portion comprising: a component rod; and a fourth component rod, one end of which is pivotally attached to the tip of the third component rod and the other end pivotally attached to the tip of the first component rod.
  • a damping unit that absorbs and attenuates a distance displacement between the pivot unit and the structure caused by vertical vibration of the structure. Is stretched along the bottom surface between the bases of the structures on the support member side or between the support members, and the first component rod and the second component rod form a substantially rectangular shape.
  • the tip of the second component rod is provided with a tension member that is pivotally attached at an intermediate portion, and the pivot portion, which is the pivotally attached portion of each of the first to fourth component rods, has friction. It is characterized by having a required relationship that can be attenuated.
  • the structure in any one of claims 1 to 3, is supported at both ends, and the link portions are provided on both sides of the protruding portion.
  • the end of the second component rod is pivotally attached to a substantially central portion of the tension member so that the first component rod and the second component rod have a substantially rhombic shape.
  • the structure is supported at both ends, and the link portions are provided on both sides of the protruding portion, and each of the first structures is provided.
  • the tip of the second component rod is pivotally attached to a substantially central portion of the tension member so that the component rod and the second component rod have a substantially rhombic shape.
  • the third portion is replaced. It is characterized in that it is constructed so as to connect pivot portions of the tip of the constituent rod and the base of the fourth constituent rod.
  • a vertical vibration damping device is characterized in that, in any one of the first to fifth aspects, a weight having a required weight is provided in the link portion.
  • the vertical vibration damping device according to claim 7 is characterized in that, in claim 6, the weight is provided on a pivot portion that connects the third component rod and the fourth component rod.
  • Item 8 is the vertical vibration damping device according to Claim 6 or 7, wherein the weight is provided on the third component rod or Z and the fourth component rod.
  • a vertical vibration damper is characterized in that, in any one of the sixth to eighth aspects, the light is configured to be detachable.
  • the vertical vibration damping device is the bearing according to any one of claims 1 to 9, wherein a pivot portion, which is a portion pivotally coupled to each of the first to fourth constituent rods, is a pin and the pin is engaged with the pin. And a bearing portion, wherein the bearing portion is configured to be capable of adjusting a friction damping force.
  • the vertical vibration generated in the structure supported by the support member is propagated to the link portion so as to be efficiently expanded, and the rotational displacement of each pivot portion is performed. (Greater than the vertical vibration generated in the structure), and each pivotal part that positively has rotational resistance absorbs rotational displacement efficiently while generating heat. Even if there is no member, a vibration damping effect can be exhibited.
  • the pivots which are the connecting parts of the third and fourth constituent rods, or those constituent rods perform operations opposite to the vertical vibration and movement generated in the structure, and Acts (by the reciprocating mass) to offset the vertical vibration generated in be able to.
  • the power of reducing the number of constituent members leads to a reduction in cost (improvement of maintenance and management), and furthermore, it is possible to easily and speedily perform construction (improvement of construction) at a construction site.
  • the link portion is provided with the required weight, the pretension can be applied to the tension member via the second component rod. It is possible to compensate for stress relaxation in which the maintained tension of the tension member decreases over time.
  • the rod is provided with the required weight, the effect of canceling the vibration of the floor slab is made more effective, and the vertical vibration can be rapidly attenuated.
  • the weight since the weight is detachably configured, the weight can be replaced with a weight having a different mass, and therefore, convenience can be improved.
  • the pivot portion is constituted by including the pin and the bearing portion engaged with the pin, and the bearing portion is configured so that the friction damping force can be adjusted.
  • the vibration damping effect can be exhibited.
  • reference numeral 1 denotes a tension member
  • reference numeral 2 denotes a link portion
  • reference numeral W denotes a floor slab (structure).
  • the vertical vibration damping device is configured to include a tension member 1 and a link portion 2, and a floor slab W supported at both ends by a support member W1. It is provided on the bottom surface. Further, the floor slab W for supporting traffic loads and the like has a protruding portion W2 vertically provided in the middle of the floor slab W as shown in the figure.
  • the tension member 1 is a member member having rigidity such as a cable material or a steel rod, and a tip portion of a second component rod 22 described later is pivotally connected to form a mountain shape from substantially the center between the support members W1. So that it is stretched between the bases of the floor slab W adjacent to the support member W1!
  • the link portion 2 includes a first component rod 21 pivotally attached to the base of the protruding portion W2, and a second component rod 21 pivotally attached to the leading end of the first component rod 21 so as to form a substantially rectangular shape.
  • the link portions 2 are provided on both side surfaces of the projecting portion W2. Further, the second component rods 22 are formed so that each of the first component rods 21 and the second component rods 22 has a substantially rhombic shape. Are connected to the tension member 1 at their ends.
  • the base and the tip of the first to fourth component rods 21 to 24 are formed with a concave portion and a convex portion which engage with each other.
  • the concave portion and the convex portion are connected with the engaging pin 25 (the concave portion and the engaging pin 25 are fitted, the convex portion and the engaging pin 25 are slid, and the reverse configuration is also possible), and the pivoting portion is formed. Is configured.
  • the pivots are pivotally connected in the required friction damping fit.
  • a pivot portion is formed by pivotally connecting the concave portions 21b and 23b provided in the projecting portion W2 vertically provided to the plate W with the engagement pin 25.
  • the protrusion 23c formed at the tip of the third component rod 23 and the recess 24a formed at the base of the fourth component rod 24 are swung.
  • the engaging pin 25 is movably pivotally mounted, and weights 26 having a required weight are provided at both ends of the engaging pin 25.
  • the ⁇ 8 is removably inserted into the engaging pin 25, and can be appropriately replaced with one having the most effective damping effect!
  • the third component rod 23 and the fourth component rod 24, or either one of them may have a larger weight than the other component rods to serve as a weight, or the third component rod 23
  • the weight may be detachably held between the fourth component rod 24 or one of the component rods (not shown).
  • the pivotal connection between the tip of the first component rod 21, the base of the second component rod 22, and the tip of the fourth component rod 24 is, for example, as shown in FIG.
  • the concave portion 24b formed at the front end of the fourth component rod 24 is formed and configured so that the two convex portions 21c and 22a can be fitted in a swingable manner.
  • the convex portion is formed like a convex portion 21c, 22a, etc. You may arrange
  • the pivotal connection between the tip of the first component rod 21, the base of the second component rod 22, and the tip of the fourth component rod 24 is as shown in FIGS. 2 (4) and (5).
  • the mode in which the configuration may be arbitrary is arbitrary. That is, as shown in FIG. 2 (4), the tip of the first component rod 21 is a convex portion 21c, and the base of the second component rod 22 is a concave portion 22b so as to straddle the convex portion 21c.
  • the leading end of the fourth component rod 24 is pivotally attached to the tip of the fourth component rod 24 as a recess 24c so as to straddle it, and the tip of the fourth component rod 24 is recessed as shown in FIG.
  • the base of the second component rod 22 may be a projection 22c, and the projection 22c and the projection 21c at the front end of the first component rod 21 may be pivotally connected to each other. .
  • the projection may be divided into two parts, and the frictional damping force may be adjusted by changing the tightening force of the engagement pin 25 with a fastening means such as a bolt and a shim.
  • the vertical vibration damping device is configured such that the vertical vibration of the floor slab W due to traffic load or the like, for example, when the floor slab W is displaced downward, the tip of the second component rod 22 is attached to the tension member 1.
  • the substantially rectangular shape formed by the first component rod 21 and the second component rod 22 changes to a more radial “ku” shape. .
  • the amount of rotational displacement of the pivotal connection of each part becomes larger than the amount of displacement of the floor slab W downward, and the third component rod 23
  • the amount of displacement of the pivot portion, which is the intersection of the second component 24 and the fourth component rod 24, is greater than the amount of displacement of the floor slab W downward.
  • each of the pivot portions is pivotally attached in a required fitting relationship capable of damping friction, each pivot portion having positive rotation resistance generates vibration. Acts to converge quickly.
  • the weight 26 provided at the pivot portion which is the intersection of the third component rod 23 and the fourth component rod 24, operates in the direction opposite to the vibration motion of the floor slab W. Therefore, the action of canceling the vibration of the floor slab W occurs, and the vibration is rapidly damped. In addition, the weight always applies a pretension to the tension member 1 via the second component rod 22 to compensate for stress relaxation.
  • the vibration damping effect can be exhibited without the buffer member and the urging member, and the third component rod 23
  • the pivoting portion which is the connection portion between the floor slab W and the fourth component rod 24, performs an operation opposite to the vertical vibration and movement generated on the floor slab W, and acts to cancel the vertical vibration generated on the floor slab W ( (Due to the reciprocating mass of the pivot portion), it is possible to exhibit a vibration damping effect.
  • the power of reducing the number of constituent members leads to a reduction in cost, and furthermore, it is possible to easily and speedily perform construction at a construction site.
  • the weight of the required weight is provided at the pivot between the tip of the third component rod and the fourth component rod, which operates in the direction opposite to the motion of the vibration of the floor slab. It is more effective and can attenuate the vertical vibration rapidly.
  • the vertical vibration damping device according to the second embodiment is the same as the vertical vibration damping device shown in the first embodiment, except that the tip of the third component rod 23 and the fourth component And the bottom of the floor slab W near the base of the protruding part W2 is connected to the base of the floor slab W so as to pivotably engage with the engagement pin 25.
  • the shock absorber 3 that absorbs and attenuates the distance displacement between the pivot point and the floor slab W caused by the vertical vibration of the floor slab is provided.Furthermore, the friction resistance at each pivot point is positively provided to reduce the friction. This is an example in which the vertical vibration is absorbed and attenuated by the buffer unit 3 together with or by reducing the frictional resistance.
  • the vertical vibration damping device according to the second embodiment does not include the weight 26, the tip portion of the third component rod 23 and the fourth component rod are similar to the first embodiment.
  • a light source 26 may be provided at a pivotal connection with the base of the light source 24.
  • a compression panel 31 and a damper 32 such as an oil damper or an air damper are arranged in a pair of flat bar-shaped frames 33, and a constituent rod 34 extends from the frame 33.
  • the tip of the third component rod 23 and the base of the fourth component rod 24 Are pivotally connected to each other by an engagement pin 25 so as to be swingable, and the bottom surface of the floor slab W near the base of the protrusion W2 is connected.
  • the above-described constituent rod 34 may be pivotally attached to the base of the protruding portion W2.
  • the vertical vibration damping device causes the floor slab W to vibrate vertically due to traffic load or the like, for example, the floor slab W moves downward.
  • the front end of the second component rod 22 is rotatably restrained by the tension member 1, so that a substantially rectangular shape formed by the first component rod 21 and the second component rod 22 is formed. , It changes into a more rounded “ku” shape.
  • the distance between the pivot portion and the floor slab W expands and contracts more than the amount of displacement of the floor slab W simply moving downward, and the buffer section 3 erected between the slabs W is formed on the floor slab W. Vertical vibration is rapidly attenuated.
  • the vertical vibration generated on the floor slab W supported by the support member is transmitted to the link portion 2 so as to be efficiently expanded.
  • the pivot portion and the floor slab are connected so that the tip of the third component rod 23 and the fourth component rod 24 are pivotally connected (rotatably connected) to the floor slab W bottom surface.
  • the buffer section 3 is installed between the floor and the bottom of the floor to absorb and attenuate the displacement that is larger than the vertical displacement caused by the vertical vibration generated in the floor slab W, thereby exhibiting a vibration damping effect.
  • the vertical vibration damping device includes a floor slab W-side component rod 34, which is one component of the buffer unit 3 illustrated in the second embodiment, and Example of a pivotal connection at a position approximately one-quarter of the length of the floor slab W apart from the total length of the floor slab W
  • the projection W2 is provided in the middle of the plate W, and the projection W2 is evenly distributed).
  • Other configurations are the same as those of the first and second embodiments, and the third embodiment is the same as the first embodiment.
  • a weight 26 may be provided at a pivot portion between the tip of the third component rod 23 and the base of the fourth component rod 24, and the like.
  • the vertical vibration damping device includes, as shown in FIG. 6, the shock absorber 3 shown in the second embodiment, the tip of the third component rod 23 and the base of the fourth component rod 24.
  • the third connecting rod 23 and the third connecting rod 23 are connected to each other so as to connect and connect the connecting parts to be connected to each other to absorb and attenuate the distance displacement between the connecting parts caused by the vertical vibration of the floor slab W.
  • the pivoting portion which is the connection portion with the four component rods 24, operates in a manner opposite to the vertical vibration and movement generated on the floor slab W to act to cancel the vertical vibration generated on the floor slab W (the pivot).
  • the other configuration is the same as that of the first and second embodiments, and the fourth embodiment also has the third configuration
  • a weight 26 may be provided at a pivot portion between the tip portion and the base of the fourth component rod 24.
  • the vertical vibration damping device configured as described above, as shown by the two-dot chain line in FIG. 6, is smaller than the displacement amount caused by the vertical vibration of the floor slab W.
  • the distance displacement between the pivot portions is enlarged to absorb and attenuate in a stretched state, and at the same time, a pivot portion, which is a connecting portion between the third component rod 23 and the fourth component rod 24, is formed on the floor slab W.
  • the vertical vibration and the movement opposite to the movement are performed so as to cancel the vertical vibration generated in the floor slab W (by the reciprocating mass of the pivot portion), so that a more damping effect can be exhibited.
  • the link portion 2 exemplified in Embodiments 1 and 2 may be configured to be provided on only one side of the protrusion W2, or a plurality of protrusions W2 may be provided in the left-right direction in the drawing, and one side of the protrusion W2 may be provided.
  • the link portions 2 described above may be provided on both sides.
  • link portion 2 and the stretching member 1 are not limited to a pair as illustrated, but are provided at a plurality of locations so as to be arranged side by side in a direction (depth direction in the drawing) orthogonal to the direction of the support member W1 of the floor slab W. May be.
  • weight 26 illustrated in the first embodiment may be added to the other embodiments (the second to fourth embodiments).
  • annular convex portions (21a, 23a, etc.) formed at the base and the tip of the first to fourth component rods 21 to 24 are divided into two half-moon shapes and engaged with fastening means such as bolts with shims.
  • the tightening force of the pin 25 may be varied to adjust the friction damping force.
  • FIG. 1 is a front view schematically showing a vertical vibration damping device according to a first embodiment.
  • FIG. 2 is a plan view schematically showing a pivot portion.
  • FIG. 3 is a front view schematically showing a vertical vibration damping device according to a second embodiment.
  • FIG. 4 is a front view showing another mode of the vertical vibration damping device according to the second embodiment.
  • FIG. 5 is a front view schematically showing a vertical vibration damping device according to a third embodiment.
  • FIG. 6 is a front view showing another mode of the vertical vibration damping device according to the fourth embodiment. Explanation of symbols

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Acoustics & Sound (AREA)
  • Aviation & Aerospace Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Vibration Prevention Devices (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

Un dispositif pour supprimer une vibration verticale, qui absorbe la vibration en amplifiant l'ampleur du déplacement d'un corps de structure. Dans le dispositif, le nombre de pièces est réduit à un minimum et l'on améliore la simplicité de la construction (en construction sur site), la capacité de maintenance et l'efficacité économique. De plus, le dispositif peut parvenir à une meilleure suppression des vibrations. Le dispositif de suppression de la vibration verticale est composé d'une section de liaison (2) et d'un élément étiré (1). La section de liaison (2) possède des premières tiges de structure (21) fixées par pivotement à la base ou près d'une section de projection (W2) d'un corps de structure (W), des deuxièmes tiges de structure (22) fixées par pivotement aux sections de tête des premières tiges de structure (21), des troisièmes tiges de structure (23) fixées par pivotement à la section de tête de la section de projection (W2) et des quatrièmes tiges de structure (24) dont une extrémité de chaque est fixée par pivotement à une section de tête de chacune des troisièmes tiges de structure (23) et l'autre extrémité est fixée par pivotement à la section de tête de chacune des premières tiges de structure (21). L'élément étiré (1) est étiré entre les éléments de support (W1) et les sections de tête des deuxièmes tiges de structure (22) sont fixées par pivotement à la section médiane de l'élément étiré (1) de sorte que les premières tiges de structure (21) et les deuxièmes tiges de structure (22) aient à peu près la forme d'un losange.
PCT/JP2005/009549 2004-05-27 2005-05-25 Dispositif pour supprimer la vibration verticale WO2005116481A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2006513911A JP4784916B2 (ja) 2004-05-27 2005-05-25 上下振動制振装置

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2004-158169 2004-05-27
JP2004158169 2004-05-27

Publications (1)

Publication Number Publication Date
WO2005116481A1 true WO2005116481A1 (fr) 2005-12-08

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TW (1) TW200538606A (fr)
WO (1) WO2005116481A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010038318A (ja) * 2008-08-07 2010-02-18 Shimizu Corp 梁の振動低減機構
US20230078163A1 (en) * 2021-06-01 2023-03-16 Dalian University Of Technology Semi-active vibration absorption and energy dissipation control system for restraining vortex-induced vibration of bridges

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10169244A (ja) * 1996-12-06 1998-06-23 Tatsuji Ishimaru トグル機構を用いた振動制御装置
WO2003056105A1 (fr) * 2001-12-26 2003-07-10 Nihon University, School Juridical Person Dispositif d'isolation de base pour une structure

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH116536A (ja) * 1997-06-19 1999-01-12 Tatsuji Ishimaru ダンパー

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10169244A (ja) * 1996-12-06 1998-06-23 Tatsuji Ishimaru トグル機構を用いた振動制御装置
WO2003056105A1 (fr) * 2001-12-26 2003-07-10 Nihon University, School Juridical Person Dispositif d'isolation de base pour une structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010038318A (ja) * 2008-08-07 2010-02-18 Shimizu Corp 梁の振動低減機構
US20230078163A1 (en) * 2021-06-01 2023-03-16 Dalian University Of Technology Semi-active vibration absorption and energy dissipation control system for restraining vortex-induced vibration of bridges
US12000141B2 (en) * 2021-06-01 2024-06-04 Dalian University Of Technology Semi-active vibration absorption and energy dissipation control system for restraining vortex-induced vibration of bridges

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JPWO2005116481A1 (ja) 2008-04-03
JP4784916B2 (ja) 2011-10-05
TWI342913B (fr) 2011-06-01
TW200538606A (en) 2005-12-01

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