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JP2002004633A - Structure damping device - Google Patents

Structure damping device

Info

Publication number
JP2002004633A
JP2002004633A JP2000186490A JP2000186490A JP2002004633A JP 2002004633 A JP2002004633 A JP 2002004633A JP 2000186490 A JP2000186490 A JP 2000186490A JP 2000186490 A JP2000186490 A JP 2000186490A JP 2002004633 A JP2002004633 A JP 2002004633A
Authority
JP
Japan
Prior art keywords
storage tank
damping device
muddy water
building
vibration damping
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
JP2000186490A
Other languages
Japanese (ja)
Other versions
JP3749822B2 (en
Inventor
Toshitami Son
利民 孫
Yozo Goto
洋三 後藤
Masao Hayashi
正夫 林
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.)
Obayashi Corp
Original Assignee
Obayashi Corp
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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP2000186490A priority Critical patent/JP3749822B2/en
Publication of JP2002004633A publication Critical patent/JP2002004633A/en
Application granted granted Critical
Publication of JP3749822B2 publication Critical patent/JP3749822B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Landscapes

  • Vibration Prevention Devices (AREA)
  • Control Of Eletrric Generators (AREA)
  • Bridges Or Land Bridges (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide mixture stirring effect by moving a heavy muddy water in a damper up and down, maintain uniform viscosity and compatibly serve power generation with the production of a pressure air. SOLUTION: This structure damping device comprises a synchronous liquid damper 2 installed at the upper part of a building 1, a sealed reservoir 3 installed in the lower part or the underground part of the building, communication pipes 5, 6 connecting the damper 2 and the reservoir 3, the heavy muddy water 4 sealed in the damper 2 and the reservoir 3 and driving means 7 for vertically circulating the heavy muddy water 4 via the communication pipes 5, 6. An pressure air produced in the reservoir 3 is used as a pressure source for a power generating gas turbine, which serves to stop the circulation on detecting the vibration of the building and actuate the damper 2.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、重泥水を用いた構
造物の制振装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vibration damping device for a structure using heavy muddy water.

【0002】[0002]

【従来の技術】高層ビル、高橋脚などの高層建築構造物
にあっては、地震、あるいは強風時の揺れを抑制するた
めに、制振装置が用いられている。制振装置のうち、流
体のスロッシング現象を利用した装置としては、清水、
及び水より比重の重い重泥水を用いた装置がある。前者
の水を利用した装置では、飲用水の確保には好適である
ものの、効果的なスロッシング現象を生じさせるために
は大きなタンク容量を必要とする。これに対して、後者
の重泥水を用いた装置は、粘性液体によるスロッシング
現象であるため、同一効果を得るためのタンク容量が小
さくて良い。従って、この種の装置では、飲用水の不要
な高橋脚などの高層建築構造物の制振装置として好適で
ある。
2. Description of the Related Art In high-rise building structures such as high-rise buildings and high piers, a vibration damping device is used in order to suppress shaking during an earthquake or a strong wind. Among the damping devices, devices that use the sloshing phenomenon of fluid include Shimizu,
And a device using heavy muddy water having a specific gravity heavier than water. The former device using water is suitable for securing drinking water, but requires a large tank capacity in order to cause an effective sloshing phenomenon. On the other hand, the latter device using heavy muddy water is a sloshing phenomenon due to a viscous liquid, so that the tank capacity for obtaining the same effect may be small. Therefore, this type of device is suitable as a vibration control device for a high-rise building structure such as a high pier that does not require drinking water.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、この重
泥水を用いた装置では、一日程度の周期で静置状態にお
かれると、泥水粒子が沈降して粒子と水とが分離状態と
なり、この状態で揺れが発生しても瞬時に粘性液体の機
能を発揮できないため、定期的に攪拌装置を用いて攪拌
混合する必要が生じ、不経済となっていた。
However, in the apparatus using the heavy muddy water, if the apparatus is allowed to stand at a cycle of about one day, the muddy water particles settle and the particles and water are separated from each other. Even if shaking occurs in the state, the function of the viscous liquid cannot be instantaneously exhibited, so that it is necessary to periodically stir and mix using a stirrer, which is uneconomical.

【0004】ところで、最近では、CAES方式と称
し、夜間電力を利用したコンプレッサ駆動による圧縮空
気を地下にあるタンク内に貯蔵し、昼間時にはこの圧縮
空気を圧力源に利用してガスタービンを駆動し、電力を
生成する方法が開発されている。
[0004] Recently, a CAES system is called, in which compressed air driven by a compressor using electric power at night is stored in an underground tank, and during the daytime, the compressed air is used as a pressure source to drive a gas turbine. A method of generating power has been developed.

【0005】本発明は、以上の電力生成方式を、制振装
置内に蓄えられた重泥水の保全に適用したものであり、
その目的は、制振装置内の重泥水を上下に移動すること
によって混合攪拌を得られ、均一な粘度に保持すること
及び、圧力空気を利用した電力生成も兼用できるように
した構造物の制振装置を提供するものである。
The present invention is an application of the above-described power generation method to the maintenance of heavy muddy water stored in a vibration damping device.
The purpose is to move the heavy muddy water in the vibration damping device up and down to obtain mixing and agitation, to maintain a uniform viscosity, and to control electric power using compressed air. A vibration device is provided.

【0006】[0006]

【課題を解決するための手段】前記目的を達成するた
め、本発明は、建物の上部に設置された同調式液体制振
装置と、建物の下部ないしは地下部に設置された密封式
貯蔵槽と、装置及び貯蔵槽間を接続した連通管と、前記
装置内部及び貯蔵槽に封入される重泥水を前記連通管を
介して上下に循環する駆動手段とを備え、前記貯蔵槽内
に発生した圧力空気を発電源として用いることを特徴と
する。従って、この発明では、重泥水を上下に循環させ
ることで、泥水粒子の沈降を防止し、常時、制振装置と
しての機能を維持できる。また、貯蔵槽内に発生した圧
力空気を発電源として利用できるため、自家発電のため
にかかるコストを低減できる。
SUMMARY OF THE INVENTION To achieve the above object, the present invention provides a tunable liquid damping system installed at the top of a building and a sealed storage tank installed at the bottom or underground of the building. A communication pipe connecting the apparatus and the storage tank, and a driving means for vertically circulating heavy muddy water sealed in the apparatus and the storage tank through the communication pipe, and a pressure generated in the storage tank. It is characterized by using air as a power source. Therefore, in the present invention, sedimentation of the mud particles is prevented by circulating the heavy mud up and down, and the function as the vibration damping device can be constantly maintained. Further, since the compressed air generated in the storage tank can be used as a power source, the cost for private power generation can be reduced.

【0007】この発明においては、前記建物の振動検知
により循環を停止し、前記制振装置を作動させることが
好ましい。また、前記循環駆動手段は揚水用ポンプであ
っても良いし、貯蔵槽内に発生した圧力空気の圧力を利
用したものであっても良い。さらに、前記循環駆動手段
は、夜間電力利用により駆動されることにより、維持コ
ストを低減できる。
In the present invention, it is preferable that the circulation is stopped by detecting the vibration of the building and the vibration damping device is operated. Further, the circulating drive means may be a pump for pumping water, or may use a pressure of pressurized air generated in the storage tank. Further, the circulating drive means is driven by using nighttime electric power, so that the maintenance cost can be reduced.

【0008】[0008]

【発明の実施の形態】以下、本発明の好ましい実施の形
態につき、添付図面を参照して詳細に説明する。図1は
本発明の第一実施形態を示すものである。図において、
高層建物1の屋上部には、同調式液体制振装置2が設置
され、同じく建物1の地下部には密閉式の貯蔵槽3が配
置され、これら装置2及び貯蔵槽3の内部には所定水位
で重泥水4がそれぞれ密封されている。
Preferred embodiments of the present invention will be described below in detail with reference to the accompanying drawings. FIG. 1 shows a first embodiment of the present invention. In the figure,
On the roof of the high-rise building 1, a tuned liquid damper 2 is installed, and in the basement of the building 1, a closed storage tank 3 is arranged. Each heavy muddy water 4 is sealed at the water level.

【0009】重泥水4は、ベントナイトなどの泥水材
料、pH調整剤、界面活性剤その他添加物を水に均一に
分散混合した比重1.4〜2.0、粘度30〜1000
cpsの粘調な溶液であって、添加物の配合により粒子
は沈降しにくいように調整されているものの、一日以上
静置することによって沈降し、溶液の均一性が損われる
ものとなっている。
The heavy muddy water 4 is obtained by uniformly dispersing and mixing muddy water materials such as bentonite, a pH adjuster, a surfactant and other additives in water with a specific gravity of 1.4 to 2.0 and a viscosity of 30 to 1000.
It is a viscous solution of cps, and although the particles are adjusted so that they do not easily settle by the addition of additives, they settle by standing for more than one day, and the uniformity of the solution is impaired. I have.

【0010】そして、制振装置2と貯蔵槽3間は一対の
連通管5,6で接続され、その一方を昇水管5、他方を
降水管6としている。昇水管5の管路中には揚水用ポン
プ7及びソレノイド式ストップ弁8が配置され、降水管
6の管路中には逆止弁9及び同じくソレノイド式ストッ
プ弁10が配置され、ポンプ7の駆動によりそれぞれに
封入された重泥水4を矢印のごとく循環させるようにな
っている。
[0010] The damping device 2 and the storage tank 3 are connected by a pair of communication pipes 5 and 6, one of which is a riser pipe 5 and the other is a downcomer pipe 6. A pump 7 for pumping and a solenoid stop valve 8 are arranged in the pipeline of the riser pipe 5, and a check valve 9 and a solenoid stop valve 10 are also arranged in the pipeline of the downcomer 6. By driving, the heavy muddy water 4 enclosed in each is circulated as shown by an arrow.

【0011】また、貯蔵槽3の上部には空気抜き用の配
管11が配置され、逆止機構付のソレノイド式の空気抜
き弁14により開閉可能としているほか、内部には圧力
センサ16が配置されている。なお、空気抜き用配管1
2は図示しないが、発電用ガスタービンの圧力源に接続
され、内部が昇圧した状態で空気抜き弁14を開いて、
圧力空気を供給するようになっている。
An air vent pipe 11 is disposed above the storage tank 3 and can be opened and closed by a solenoid type air vent valve 14 having a check mechanism, and a pressure sensor 16 is disposed inside. . In addition, piping 1 for air release
Although not shown, 2 is connected to the pressure source of the gas turbine for power generation and opens the air release valve 14 in a state where the internal pressure is increased,
It is designed to supply pressurized air.

【0012】さらに、符号17は建物1の屋上部に配置
された振動センサ17であり、以上の各センサ16,1
7の検出信号は、制御部18に入力される。制御部18
は内蔵されたタイマ及びこれらセンサの出力に応じて各
弁8,10,14の開閉制御及びポンプ7の駆動停止制
御を行うものである。
Further, reference numeral 17 denotes a vibration sensor 17 disposed on the roof of the building 1, and each of the above sensors 16, 1
7 is input to the control unit 18. Control unit 18
Is for controlling the opening and closing of each of the valves 8, 10, and 14 and for controlling the drive stop of the pump 7 according to the outputs of the built-in timer and these sensors.

【0013】先ず、昼間時にはポンプ7は停止し、スト
ップ弁8,10は閉じられ、これによって制振装置2は
建物1に加わる振動に対する待機状態に保持され、この
間に建物1に揺が生ずると、制振装置2内の重泥水4は
スロッシングし、通常の制振効果を発揮する。
First, in the daytime, the pump 7 is stopped and the stop valves 8 and 10 are closed, so that the vibration damping device 2 is kept in a standby state for vibration applied to the building 1. The heavy muddy water 4 in the vibration damping device 2 is sloshing, and exhibits a normal vibration damping effect.

【0014】次いで、夜間電力使用時間帯になった時点
で、振動センサ17からの信号が入力されない状態で、
空気抜き弁14をあけ、ストップ弁7を開けるととも
に、ポンプ7を駆動することで、貯蔵槽3内の重泥水4
を一旦制振装置側2側に揚泥し、次いで、空気抜き弁1
4を閉じストップ弁10を開けるサイクルを繰返すこと
で、装置2側に蓄められた重泥水4を貯蔵槽3側に降泥
させ、この循環による攪拌作用により、重泥水の粒子を
均一に分散し、スロッシング用液体に再生する。また、
以上のサイクルを繰返すことで、貯蔵槽3内の空気は給
気−圧縮を繰返し、順次高圧となる。
Next, at the time of the nighttime power use time period, in the state where the signal from the vibration sensor 17 is not inputted,
By opening the air vent valve 14, opening the stop valve 7, and driving the pump 7, the heavy muddy water 4 in the storage tank 3
Once to the damping device side 2 and then the air release valve 1
By repeating the cycle of closing the stop valve 4 and opening the stop valve 10, the heavy muddy water 4 stored in the apparatus 2 is lowered into the storage tank 3 side, and the particles of the heavy muddy water are uniformly dispersed by the stirring action of this circulation. And regenerate it into a sloshing liquid. Also,
By repeating the above cycle, the air in the storage tank 3 is repeatedly supplied and compressed, and sequentially becomes high in pressure.

【0015】なお、このサイクルの間に、振動センサ1
7が振動をピックアップすると、昼間時と同様、ポンプ
7を停止し、ストップ弁8,10を閉止状態に切替える
ことで、制振効果を発揮する。振動が停止したならば、
夜間電力使用時間帯が終るまで前記と同様のサイクルを
繰返し、時間帯を過ぎたなら、昼間時の待機状態に戻
す。また、貯蔵槽3内に蓄えられた高圧空気は、発電用
ガスタービン側に供給することで、自家発電用補助動力
として有効活用できる。図2は本発明の第二実施形態を
示す。なお、符号は第一実施形態と同一であるが、ポン
プ7の移送方向及び逆止弁9の方向が異なり、また装置
2側は待機に解放されているほかは、基本的構造は同一
である。この場合、ポンプ7の駆動により、装置2内の
重泥水4を貯蔵槽3内に移送することで、貯蔵槽3の内
圧を高め、次いでその空気圧により、ストップ弁10を
開くことにより、貯蔵槽3内に一旦蓄えられた重泥水4
を装置内に循環させるサイクルを繰返す。
During this cycle, the vibration sensor 1
When the vibration picks up, the pump 7 is stopped and the stop valves 8 and 10 are switched to the closed state, as in the daytime, thereby exhibiting a vibration damping effect. If the vibration stops
The same cycle as described above is repeated until the end of the night power use time period, and after the time period, the state returns to the daytime standby state. The high-pressure air stored in the storage tank 3 can be effectively used as auxiliary power for in-house power generation by supplying the high-pressure air to the gas turbine for power generation. FIG. 2 shows a second embodiment of the present invention. Although the reference numerals are the same as those of the first embodiment, the basic structure is the same except that the transfer direction of the pump 7 and the direction of the check valve 9 are different, and the device 2 side is opened for standby. . In this case, the internal pressure of the storage tank 3 is increased by transferring the heavy muddy water 4 in the device 2 into the storage tank 3 by the drive of the pump 7, and then the stop valve 10 is opened by the air pressure. Heavy mud 4 once stored in 3
Is repeated in the apparatus.

【0016】なお、以上の各実施形態では、重泥水の移
送手段としてポンプを用いたが、貯蔵槽3内にコンプレ
ッサ動力による圧力空気を導入し、この空気圧により、
重泥水4を循環させることも可能である。
In each of the above embodiments, a pump is used as a means for transporting heavy muddy water. However, compressed air is introduced into the storage tank 3 by the power of a compressor, and this air pressure
It is also possible to circulate the heavy muddy water 4.

【0017】図3(a)〜(c)は以上のコンプレッサ
動力を利用した第三実施形態における原理的構成を示す
ものである。図において、貯蔵槽3の両側には空気導入
管20及び空気放出管21が配管され、それぞれ、供給
用及び放出用の空気弁22,23で開閉可能としてい
る。空気導入管20は夜間電力によって作動する図示し
ないコンプレッサに接続され、空気放出管21は同じく
図示しないガスタービンの高圧空気源に接続されてい
る。また、装置2と貯蔵槽3とは、一本の連通管24で
接続され、管路中に設けたストップ弁25により管路を
開閉可能としている。
FIGS. 3A to 3C show the basic structure of the third embodiment utilizing the above-described compressor power. In the figure, an air introduction pipe 20 and an air discharge pipe 21 are provided on both sides of the storage tank 3, and can be opened and closed by supply and discharge air valves 22 and 23, respectively. The air introduction pipe 20 is connected to a compressor (not shown) operated by night power, and the air discharge pipe 21 is also connected to a high-pressure air source of a gas turbine (not shown). The apparatus 2 and the storage tank 3 are connected by one communication pipe 24, and the pipe can be opened and closed by a stop valve 25 provided in the pipe.

【0018】そして、(a)に示すように、コンプレッ
サを駆動しつつ、供給側空気弁22をあけ、放出側空気
弁23を閉じ、内部が昇圧した状態でストップ弁25を
開けると、連通管24を通じて貯蔵槽3内に蓄えられた
重泥水4は上昇し、装置2側へ供給される。次いでコン
プレッサの駆動を停止し、供給側空気弁22を閉じ、放
出側空気弁23を開けると、貯蔵槽3の内部は減圧し、
(b)に示すように、装置2側の重泥水14は降下し、
再び貯蔵槽3側に戻される。
As shown in FIG. 2A, when the supply side air valve 22 is opened, the discharge side air valve 23 is closed, and the stop valve 25 is opened in a state where the internal pressure is increased while the compressor is being driven, the communication pipe is opened. The heavy muddy water 4 stored in the storage tank 3 through 24 rises and is supplied to the apparatus 2 side. Next, when the drive of the compressor is stopped, the supply side air valve 22 is closed, and the discharge side air valve 23 is opened, the inside of the storage tank 3 is depressurized,
As shown in (b), the heavy muddy water 14 on the device 2 side descends,
It is returned to the storage tank 3 again.

【0019】以上のサイクルを繰返すことで、重泥水1
4は攪拌され、均一な混合溶液となる。放出された空気
は、ガスタービン用の空気圧源として利用される。さら
に、昼間時、あるいは、夜間時であっても振動センサが
振動を感知すると、(c)に示すように、ストップ弁2
5が閉じられ、両空気弁22,23が閉じられること
で、装置2は通常のスロッシング動作による制振作用を
行う。
By repeating the above cycle, heavy muddy water 1
4 is stirred to form a uniform mixed solution. The released air is used as an air pressure source for a gas turbine. Further, when the vibration sensor detects vibration even in the daytime or at night, as shown in FIG.
5 is closed, and both air valves 22 and 23 are closed, so that the device 2 performs a damping action by a normal sloshing operation.

【0020】[0020]

【発明の効果】以上の説明により明らかなように、本発
明による構造物の制振装置によれば、制振装置内の重泥
水を上下に移動させることにより混合攪拌効果を得ら
れ、均一な粘度に保持出来ると同時に、生成した圧力空
気による電力生成も兼用できる。またその作業を夜間電
力を利用して行うことで、維持コストも低減できる。
As is clear from the above description, according to the vibration damping device for a structure according to the present invention, the mixing and stirring effect can be obtained by moving the heavy muddy water in the vibration damping device up and down. At the same time that the viscosity can be maintained, electric power can be generated by the generated compressed air. In addition, maintenance costs can be reduced by performing the work using nighttime power.

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

【図1】本発明の第一実施形態によるシステム構成図で
ある。
FIG. 1 is a system configuration diagram according to a first embodiment of the present invention.

【図2】本発明の第二実施形態によるシステム構成図で
ある。
FIG. 2 is a system configuration diagram according to a second embodiment of the present invention.

【図3】(a),(b),(c)は、本発明の第三実施
形態による動作原理を示す説明図である。
FIGS. 3A, 3B, and 3C are explanatory diagrams illustrating an operation principle according to a third embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 高層建物 2 同調式液体制振装置 3 貯蔵槽 4 重泥水 5,6,25 連通管 7 ポンプ 17 振動センサ DESCRIPTION OF SYMBOLS 1 High-rise building 2 Synchronous liquid system vibration device 3 Storage tank 4 Heavy muddy water 5, 6, 25 Communication pipe 7 Pump 17 Vibration sensor

───────────────────────────────────────────────────── フロントページの続き (72)発明者 後藤 洋三 東京都清瀬市下清戸4丁目640番地 株式 会社大林組技術研究所内 (72)発明者 林 正夫 千葉県我孫子市若松131−7 Fターム(参考) 2D059 AA03 GG05 3J048 AB07 BF11 BF16 EA38 5H590 AA02 AA10 CA30 FA01  ────────────────────────────────────────────────── ─── Continuing on the front page (72) Inventor Yozo Goto 4-640 Shimoseito, Kiyose-shi, Tokyo Inside Obayashi Corporation Technical Research Institute (72) Inventor Masao Hayashi 131-7 Wakamatsu, Abiko-shi, Chiba F-term (reference) 2D059 AA03 GG05 3J048 AB07 BF11 BF16 EA38 5H590 AA02 AA10 CA30 FA01

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 建物の上部に設置された同調式液体制振
装置と、建物の下部ないしは地下部に設置された密封式
貯蔵槽と、装置及び貯蔵槽間を接続した連通管と、前記
装置内部及び貯蔵槽に封入される重泥水を前記連通管を
介して上下に循環する駆動手段とを備え、前記貯蔵槽内
に発生した圧力空気を発電源として用いることを特徴と
する構造物の制振装置。
1. A tunable liquid damping device installed at an upper part of a building, a sealed storage tank installed at a lower part or underground part of a building, a communication pipe connecting the device and the storage tank, and the device. A driving means for vertically circulating heavy muddy water sealed inside and in the storage tank through the communication pipe, and using the pressurized air generated in the storage tank as a power source. Shaking device.
【請求項2】 前記建物の振動検知により循環を停止
し、前記制振装置を作動させることを特徴とする請求項
1に記載の構造物の制振装置。
2. The structure vibration damping device according to claim 1, wherein the circulation is stopped by detecting the vibration of the building, and the vibration damping device is operated.
【請求項3】 前記循環駆動手段が揚水用ポンプである
ことを特徴とする請求項1または2に記載の構造物の制
振装置。
3. The structure vibration damping device according to claim 1, wherein said circulation driving means is a pump for pumping water.
【請求項4】 前記循環駆動手段が貯蔵槽内に発生した
圧力空気の圧力を利用したものであることを特徴とする
請求項1〜3のいずれかに記載の構造物の制振装置。
4. The vibration damping device for a structure according to claim 1, wherein said circulating drive means utilizes the pressure of the compressed air generated in the storage tank.
【請求項5】 前記循環駆動手段は、夜間電力利用によ
り駆動されることを特徴とする請求項2〜4のいずれか
に記載の構造物の制振装置。
5. The vibration damping device for a structure according to claim 2, wherein the circulating drive unit is driven by using nighttime electric power.
JP2000186490A 2000-06-21 2000-06-21 Structure damping device Expired - Fee Related JP3749822B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000186490A JP3749822B2 (en) 2000-06-21 2000-06-21 Structure damping device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000186490A JP3749822B2 (en) 2000-06-21 2000-06-21 Structure damping device

Publications (2)

Publication Number Publication Date
JP2002004633A true JP2002004633A (en) 2002-01-09
JP3749822B2 JP3749822B2 (en) 2006-03-01

Family

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Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014179397A1 (en) * 2013-05-01 2014-11-06 Elwha Llc Systems and methods for damping building oscillations

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014179397A1 (en) * 2013-05-01 2014-11-06 Elwha Llc Systems and methods for damping building oscillations

Also Published As

Publication number Publication date
JP3749822B2 (en) 2006-03-01

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