WO2009017162A1 - 制振構造物、及び制振構造物の設計方法 - Google Patents
制振構造物、及び制振構造物の設計方法 Download PDFInfo
- Publication number
- WO2009017162A1 WO2009017162A1 PCT/JP2008/063677 JP2008063677W WO2009017162A1 WO 2009017162 A1 WO2009017162 A1 WO 2009017162A1 JP 2008063677 W JP2008063677 W JP 2008063677W WO 2009017162 A1 WO2009017162 A1 WO 2009017162A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- structure section
- damping structure
- period
- upper structure
- designing method
- Prior art date
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
- F16F7/00—Vibration-dampers; Shock-absorbers
- F16F7/10—Vibration-dampers; Shock-absorbers using inertia effect
- F16F7/1022—Vibration-dampers; Shock-absorbers using inertia effect the linear oscillation movement being converted into a rotational movement of the inertia member, e.g. using a pivoted mass
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/0215—Bearing, supporting or connecting constructions specially adapted for such buildings involving active or passive dynamic mass damping systems
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/0235—Anti-seismic devices with hydraulic or pneumatic damping
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/0237—Structural braces with damping devices
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
一つの構造物としての高層ビル10を上部構造部12と下部構造部14とに区分けし、上部構造部12に設けられた、慣性質量ダンパー100により発生する増幅された慣性質量(擬似質量)によって、上部構造部12の全体の周期が伸長される周期伸長効果を利用し、上部構造部12の周期が下部構造部14の周期に同調するように制御することで、高層ビル10が制振されている。
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2009525435A JP5238701B2 (ja) | 2007-07-30 | 2008-07-30 | 制振構造物、及び制振構造物の設計方法 |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2007197968 | 2007-07-30 | ||
JP2007-197968 | 2007-07-30 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2009017162A1 true WO2009017162A1 (ja) | 2009-02-05 |
Family
ID=40304392
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/JP2008/063677 WO2009017162A1 (ja) | 2007-07-30 | 2008-07-30 | 制振構造物、及び制振構造物の設計方法 |
Country Status (2)
Country | Link |
---|---|
JP (1) | JP5238701B2 (ja) |
WO (1) | WO2009017162A1 (ja) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010203150A (ja) * | 2009-03-03 | 2010-09-16 | Shimizu Corp | 制震架構 |
JP2010270474A (ja) * | 2009-05-20 | 2010-12-02 | Shimizu Corp | 制振構造 |
JP2011080543A (ja) * | 2009-10-07 | 2011-04-21 | Aseismic Devices Co Ltd | マスダンパ、およびマスダンパを用いた制振装置 |
KR101427444B1 (ko) | 2010-09-30 | 2014-08-11 | 현대중공업 주식회사 | 자유 낙하 방식 구명 보트 승정 플랫폼의 설계 방법 |
JP2017180842A (ja) * | 2017-07-03 | 2017-10-05 | 株式会社竹中工務店 | 中間免震構造物 |
JP2020037862A (ja) * | 2019-11-21 | 2020-03-12 | 清水建設株式会社 | 建物の制振構造 |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3724424B1 (en) * | 2017-12-14 | 2021-11-10 | Permasteelisa S.p.A. | Dynamic vibration damping system for high- rise buildings |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH05248117A (ja) * | 1992-03-05 | 1993-09-24 | Kajima Corp | 制震構造物 |
JP2000145162A (ja) * | 1998-11-06 | 2000-05-26 | Tatsuji Ishimaru | 耐震補強構造 |
JP2005213887A (ja) * | 2004-01-29 | 2005-08-11 | Tatsuji Ishimaru | 設計方法および設計支援システムおよび設計支援プログラムおよび回転体並びに建築構造物 |
JP2006125110A (ja) * | 2004-10-29 | 2006-05-18 | Univ Nihon | 制振装置 |
-
2008
- 2008-07-30 WO PCT/JP2008/063677 patent/WO2009017162A1/ja active Application Filing
- 2008-07-30 JP JP2009525435A patent/JP5238701B2/ja not_active Expired - Fee Related
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH05248117A (ja) * | 1992-03-05 | 1993-09-24 | Kajima Corp | 制震構造物 |
JP2000145162A (ja) * | 1998-11-06 | 2000-05-26 | Tatsuji Ishimaru | 耐震補強構造 |
JP2005213887A (ja) * | 2004-01-29 | 2005-08-11 | Tatsuji Ishimaru | 設計方法および設計支援システムおよび設計支援プログラムおよび回転体並びに建築構造物 |
JP2006125110A (ja) * | 2004-10-29 | 2006-05-18 | Univ Nihon | 制振装置 |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010203150A (ja) * | 2009-03-03 | 2010-09-16 | Shimizu Corp | 制震架構 |
JP2010270474A (ja) * | 2009-05-20 | 2010-12-02 | Shimizu Corp | 制振構造 |
JP2011080543A (ja) * | 2009-10-07 | 2011-04-21 | Aseismic Devices Co Ltd | マスダンパ、およびマスダンパを用いた制振装置 |
KR101427444B1 (ko) | 2010-09-30 | 2014-08-11 | 현대중공업 주식회사 | 자유 낙하 방식 구명 보트 승정 플랫폼의 설계 방법 |
JP2017180842A (ja) * | 2017-07-03 | 2017-10-05 | 株式会社竹中工務店 | 中間免震構造物 |
JP2020037862A (ja) * | 2019-11-21 | 2020-03-12 | 清水建設株式会社 | 建物の制振構造 |
Also Published As
Publication number | Publication date |
---|---|
JPWO2009017162A1 (ja) | 2010-10-21 |
JP5238701B2 (ja) | 2013-07-17 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
WO2009017162A1 (ja) | 制振構造物、及び制振構造物の設計方法 | |
MX2010009386A (es) | Una estructura para la prevencion de derrumbes de montaña, un metodo para la prevencion de derrumbes de montaña, y un metodo para el diseño de dicha estructura. | |
IN2009KN03978A (ja) | ||
WO2011043928A3 (en) | Damper with digital valve | |
WO2007062319A3 (en) | Active/passive distributed absorber for vibration and sound radiation control | |
DE602005013627D1 (de) | Stossdämpfer mit einstellbarer Dämpfkraft | |
WO2008119352A3 (en) | A wind turbine comprising one or more oscillation dampers | |
DE502005000064D1 (de) | Stossdämpfer mit amplitudenabhängiger Dämpfung | |
WO2006124562A3 (en) | Structural tower | |
EP2054620A4 (en) | METHOD FOR DAMPING TOWER OSCILLATIONS IN WIND TURF FACILITIES | |
IN2014DN03102A (ja) | ||
WO2009020184A1 (ja) | 車両 | |
SG113580A1 (en) | Method for the design of a regulator for vibration damping at a lift cage | |
WO2006021004A3 (en) | Constrained layer, composite, acoustic damping material | |
GB0817146D0 (en) | Vibration damping device and method of manufacturing the same | |
DK2227606T3 (da) | Tunet massedæmper | |
GB2434629B (en) | Fluid filled vibration damping device and method of producing the same | |
DE602006009666D1 (de) | Methode um ein Schlägerrahmen herzustellen und der Schläger dazu | |
TWI372164B (en) | Resin compositions with high vibration damping ability | |
JP2009512796A5 (ja) | ||
CN105060062B (zh) | 一种减震降噪电梯导轨 | |
SI1628038T1 (sl) | Batnica za dusilnik vibracij z amplitudno odvisnim dusenjem | |
CN202056243U (zh) | 液压滑移减震隔震支座 | |
WO2009054218A1 (ja) | 転がり軸受 | |
DE502005001641D1 (de) | Schwingungstilger mit zumindest zwei alternativ befestigbaren Tilgermassen |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
121 | Ep: the epo has been informed by wipo that ep was designated in this application |
Ref document number: 08791908 Country of ref document: EP Kind code of ref document: A1 |
|
ENP | Entry into the national phase |
Ref document number: 2009525435 Country of ref document: JP Kind code of ref document: A |
|
NENP | Non-entry into the national phase |
Ref country code: DE |
|
122 | Ep: pct application non-entry in european phase |
Ref document number: 08791908 Country of ref document: EP Kind code of ref document: A1 |