CN109853772A - A kind of Self-resetting mild steel damper - Google Patents

A kind of Self-resetting mild steel damper Download PDF

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Publication number
CN109853772A
CN109853772A CN201910280674.4A CN201910280674A CN109853772A CN 109853772 A CN109853772 A CN 109853772A CN 201910280674 A CN201910280674 A CN 201910280674A CN 109853772 A CN109853772 A CN 109853772A
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China
Prior art keywords
damper
mild steel
sleeve
self
sliding guide
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CN201910280674.4A
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Chinese (zh)
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CN109853772B (en
Inventor
杨明飞
王磊
邵浩
沙志平
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Anhui University of Science and Technology
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Anhui University of Science and Technology
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  • Vibration Prevention Devices (AREA)
  • Vibration Dampers (AREA)

Abstract

The invention discloses a kind of Self-resetting mild steel dampers, joined sleeve in the damper, avoid sliding guide that non-longitudinal displacement occurs;Reset spring is set between general steel plate on the inside of sleeve both ends, Self-resetting and the increase rigidity of structure, supplement the power output of damper, and can serve as sleeve inner limiting device when the purpose is to deform;Four circular holes are arranged in round mild steel on piece avoids stress is excessive from destroying to weaken mild steel piece, and the power output of adjustable damper;Four pieces of general steel plates are added in the damper, for reducing the slenderness ratio of sliding guide, prevent guide rod from buckling unstable failure occurs, prevent that stress concentration occurs at the variable cross-section of sliding guide;The main body of the construction Self-resetting mild steel damper is made of aperture circle mild steel piece, reset spring, general steel plate, sliding guide, sleeve;And extreme displacement protection board is set at sliding guide both ends, prevent excessive deformation from causing the unexpected destruction of damper.The damper has stronger runback bit function, can satisfy the requirement of fast quick-recovery function after energy consumption, significantly reduces the probability repaired after damper shake.

Description

A kind of Self-resetting mild steel damper
Technical field
The invention belongs to building engineering structure seismic resistance fields, are related to a kind of Self-resetting mild steel damper, especially by bullet The mild steel damper of spring realization Self-resetting.
Background technique
With the development of civil engineering structure antidetonation wind force proofing design theory, the thought of energy-eliminating shock-absorbing is anti-in all kinds of architectural engineerings Earthquake centre is applied, and the design and use of energy dissipation component and energy dissipation damper also become increasingly prevalent.Modern energy-eliminating shock-absorbing skill Energy-consuming device is mainly added in the structure and carrys out dissipation energy for art, still has to reduce the deformation of structure, but after earthquake biggish Residual deformation.Huge economic loss will necessarily be brought by repairing or push on a large scale reconstruction after shake, cause unnecessary waste.Cause This, a kind of Self-resetting mild steel damper had not only had good energy dissipation capacity, but also there is runback bit function can be good at being applied to In structural engineering Aseismic Design.
In the prior art, as disclosed a kind of Self-resetting displacement enlargement in the patent of Publication No. CN201710489962.1 Type marmem damper, but marmem, as intellectual material, it is expensive, contributes small, limits at this Extensive use in field.
Summary of the invention
It is an object of the invention to overcome the deficiencies in the prior art, propose a kind of Self-resetting mild steel damper.By covering Reset spring is set between cylinder both ends inside and general steel plate, Self-resetting and the increase rigidity of structure, supplement when for deforming The power output of damper, and sleeve inner limiting device can be served as.The damper has stronger runback bit function, Neng Gouman The requirement of fast quick-recovery function, significantly reduces the probability repaired after shake after foot energy consumption.
The technical scheme adopted by the invention is as follows:
A kind of Self-resetting mild steel damper, including three pieces of aperture circle mild steel pieces are provided, the aperture circle mild steel piece quilt It is fixed between sliding guide and sleeve, is fixed using the method for welding;Equipped with reset spring on the inside of sleeve both ends and commonly On guide rod between steel plate;Four pieces of general steel plates are set, are respectively arranged in sleeve with aperture circle mild steel piece, using welding Method be fixed on sliding guide and between sleeve arrangement sliding ball bearing;The non-longitudinal displacement of sliding guide is by sleeve It is constrained, and sliding guide both ends are provided with extreme displacement protection board.
Preferably, the damper is a kind of Self-resetting mild steel metal damper.
Preferably, the damper core is three pieces of aperture circle mild steel pieces, is fixed on sliding using the method for welding On guide rod and sleeve.
Preferably, on guide rod of the damper setting reset spring on the inside of sleeve both ends between general steel plate, Self-resetting when the purpose is to deform increases the rigidity of damper, supplements the power output of damper, and can serve as in sleeve The limiting device in portion.
Preferably, the core circle mild steel on piece of the damper is provided with four circular holes, to weaken mild steel piece and tune The power output of whole damper.
Preferably, four pieces of general steel plates are arranged in the damper, are respectively arranged in sleeve with aperture circle mild steel piece It is interior, it is fixed on sliding guide using the method for welding and arrangement slides ball bearing between sleeve, the purpose is to reduce cunning The slenderness ratio of guide rod is moved to prevent buckling unstable failure, prevents that stress concentration occurs at the variable cross-section of sliding guide.
Preferably, the damper is the non-longitudinal displacement that sliding guide is constrained by sleeve.
Preferably, extreme displacement protection board is arranged in the damper, is set to the both ends of sliding guide.
Working principle of design of the invention:
The main body of the Self-resetting mild steel damper is soft by sliding guide, reset spring, sleeve, general steel plate and aperture circle Steel disc is constituted.In damper working condition, pull sliding guide that aperture circle mild steel plate can be driven to deform, it is multiple simultaneously Position spring compresses, and increases structure additional damping with this, the purpose of realization structural effectiveness vibration damping.After deformation, it can lead to The restoring force of reset spring is crossed to realize the runback bit function of damper.
The device have the advantages that are as follows:
It is mild steel damper that the present invention provides a kind of from reading, joined reset spring in the damper, is used for runback Position increases the rigidity of structure, supplements the power output of damper, and can serve as sleeve inner limiting device;General steel plate is added, uses To avoid guide rod because of the excessive generation buckling unstability of slenderness ratio;Circular hole is set in mild steel on piece, for weakening steel disc and adjustment damping Device power output;And extreme displacement protection board is set on sliding guide, prevent excessive deformation from causing the unexpected destruction of damper;It is applicable in In building structure energy-dissipating support, energy dissipating node are connected with energy dissipating, have wide range of applications.
Detailed description of the invention
Technical solution of the present invention is further described in detail with reference to the accompanying drawings and detailed description.
Fig. 1 is a kind of basic structure schematic diagram of Self-resetting mild steel damper of the present invention.
Fig. 2 is A-A sectional view of the invention.
Fig. 3 is B-B sectional view of the invention.
Fig. 4 is C-C sectional view of the invention.
Fig. 5 is aperture circle mild steel piece schematic diagram of the invention.
Fig. 6 is three dimensional structure diagram of the invention.
In figure, 1- sliding guide, 2- reset spring, 3- sleeve, 4- general steel plate, 5- aperture circle mild steel piece, 6- sliding Ball bearing, 7- extreme displacement protection board, 8- circular hole.
Specific embodiment
Elaborate with reference to the accompanying drawing to the embodiment of the present invention: the present embodiment before being with technical solution of the present invention It puts and is implemented, the detailed implementation method and specific operation process are given, but protection scope of the present invention is not limited to down The embodiment stated.
Embodiment:
Refering to what is shown in Fig. 1, the present invention is a kind of Self-resetting mild steel damper, the main body of the damper is multiple by sliding guide 1 Position spring 2, sleeve 3, general steel plate 4 and aperture circle mild steel piece 5 form.5 phase of the general steel plate 4 and aperture circle mild steel piece Between be arranged in sleeve 2;The reset spring 2 is set on the guide rod on the inside of 3 both ends of sleeve between general steel plate 4, and The reset spring 2 is free, autonomous working;The extreme displacement protection board 7 is used to occur beyond damper just when structure When often running the large deformation except stroke range, it is ensured that damper remains to operate normally without because causing to lose by unexpected destruction Go the earthquake resistant control protective effect to structure.
Refering to what is shown in Fig. 2, the sleeve 3 is used to constrain the non-longitudinal displacement of sliding guide 1.
Refering to what is shown in Fig. 3, the general steel plate 4 is welded on sliding guide 1 and the arrangement sliding steel ball axis between sleeve 3 6 are held, the purpose is to reduce the slenderness ratio of sliding guide 1 to prevent buckling unstable failure, prevents the variable cross-section of sliding guide 1 Place occurs stress and concentrates.
Refering to what is shown in Fig. 4, the aperture circle mild steel piece 5 is welded on sliding guide 1 and sleeve 3;It can be opened by changing The quantity of hole circle mild steel piece 5 and thickness adjust the power output of damper.
Refering to what is shown in Fig. 5, four circular holes 8 are provided on the aperture circle mild steel piece 5, to weaken mild steel piece and adjustment resistance The power output of Buddhist nun's device.
It should be noted last that the above specific embodiment is only to illustrate the present invention as present pre-ferred embodiments Technical solution rather than limit, it is all to modify to technical solution of the present invention or equivalent replacement, without departing from the technology of the present invention The principle of scheme, is intended to be within the scope of the claims of the invention.

Claims (8)

1. a kind of Self-resetting mild steel damper, which is characterized in that including three pieces of aperture circle mild steel pieces (5), the aperture circle is soft Steel disc (5) is fixed between sliding guide (1) and sleeve (3), is fixed using the method for welding;Equipped with reset spring (2) in On guide rod on the inside of sleeve (3) both ends between general steel plate (4);Four pieces of general steel plates (4) are set, with aperture circle mild steel piece (5) it is respectively arranged in sleeve (3), is fixed on sliding guide (1) using the method for welding and is arranged between sleeve (3) It slides ball bearing (6);The non-longitudinal displacement of sliding guide is constrained by sleeve (3), and sliding guide both ends are provided with the limit It is displaced protection board (7).
2. a kind of Self-resetting mild steel damper according to claim 1, which is characterized in that the damper be it is a kind of from Reset mild steel metal damper.
3. a kind of Self-resetting mild steel damper according to claim 1, which is characterized in that the damper core is three Block aperture circle mild steel piece (5) is fixed on sliding guide (1) and sleeve (3) using the method for welding.
4. a kind of Self-resetting mild steel damper according to claim 1, which is characterized in that the damper, which is arranged, to be resetted On guide rod on the inside of sleeve (3) both ends between general steel plate (4), Self-resetting when the purpose is to deform increases spring (2) The rigidity for adding damper supplements the power output of damper, and can serve as the internal limiting device of sleeve (3).
5. a kind of Self-resetting mild steel damper according to claim 1, which is characterized in that the core of the damper is opened Hole circle mild steel on piece is provided with four circular holes (8), to weaken mild steel piece and adjust the power output of damper.
6. a kind of Self-resetting mild steel damper according to claim 1, which is characterized in that the damper is arranged four pieces General steel plate (4) is respectively arranged in sleeve (3) with aperture circle mild steel piece (5), is fixed on sliding using the method for welding Arrangement slides ball bearing (6) on guide rod (1) and between sleeve (3), and the purpose is to reduce the slenderness ratio of sliding guide (1) Prevent buckling unstable failure, prevents that stress concentration occurs at the variable cross-section of sliding guide (1).
7. a kind of Self-resetting mild steel damper according to claim 1, which is characterized in that the damper is by sleeve (3) the non-longitudinal displacement of sliding guide (1) is constrained.
8. a kind of Self-resetting mild steel damper according to claim 1, which is characterized in that the limit is arranged in the damper It is displaced protection board (7), is set to the both ends of sliding guide (1).
CN201910280674.4A 2019-04-09 2019-04-09 Self-resetting mild steel damper Active CN109853772B (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113216695A (en) * 2021-05-12 2021-08-06 吉林大学 Template support vibration attenuation rod piece and anti-collapse control method
CN113585847A (en) * 2021-07-23 2021-11-02 北京工业大学 Assembled self-reset combined disc spring X-shaped mild steel energy consumption device

Citations (45)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20020002801A1 (en) * 2000-07-10 2002-01-10 Fischer Gregor D. Collapse-resistant frame system for structures
US20020083652A1 (en) * 2000-04-24 2002-07-04 Bill Hughes Apparatus for use in the construction of precast, moment-resisting frame buildings
CN1624264A (en) * 2004-12-13 2005-06-08 东南大学 High performance composite shock absorber
CN1769607A (en) * 2004-12-16 2006-05-10 东南大学 High energy consumption reposition metal damper
TW200742813A (en) * 2006-05-08 2007-11-16 Vio Creation Technology Co Ltd Composite metal damper
KR100810518B1 (en) * 2006-10-19 2008-03-07 인하대학교 산학협력단 A damper using super elastic shape memory alloy
JP2010169243A (en) * 2009-01-26 2010-08-05 Tohoku Univ Friction damper
CN101974950A (en) * 2010-11-19 2011-02-16 太原理工大学 Rod type core bar bending restrain steel support
TW201116738A (en) * 2009-11-06 2011-05-16 Sinotech Engineering Consultants Inc Adjustable viscous fluid damper for engineering structures
KR20110100878A (en) * 2010-03-05 2011-09-15 전남대학교산학협력단 Damper systems for structural vibration control using three dimensional porous structure
CN102587533A (en) * 2012-03-22 2012-07-18 北京工业大学 Buckling restrained brace with parallel mild steel plate energy dissipation devices at two ends and method for manufacturing buckling restrained brace
CN103938750A (en) * 2014-04-08 2014-07-23 同济大学 Energy consumption support damping device
CN104153476A (en) * 2014-05-30 2014-11-19 重庆大学 Piston type damper filled with saturated sand
CN204357995U (en) * 2014-12-02 2015-05-27 上海通用汽车有限公司 A kind of Compress Spring drive unit
CN104763766A (en) * 2015-04-13 2015-07-08 徐赵东 Vibration reduction and isolation device with viscoelastic core mat
CN204609036U (en) * 2015-05-19 2015-09-02 张宏繁 A kind of shock-absorbing energy dissipator for building structure
CN204753874U (en) * 2015-05-14 2015-11-11 同济大学 Die mould metal surrender power consumption attenuator is drawn to axial
CN105155709A (en) * 2015-08-06 2015-12-16 北京建筑大学 Repair-free self-resetting friction energy-consuming support
CN105155710A (en) * 2015-08-06 2015-12-16 北京建筑大学 Self-resetting mild steel energy-dissipating brace
CN105421610A (en) * 2015-11-18 2016-03-23 同济大学 Self-resetting soft steel energy dissipating brace
CN105672515A (en) * 2016-03-10 2016-06-15 苏州科技学院 Magnetic shape memory alloy restraining friction damper with self-reset function
KR20160086664A (en) * 2015-01-12 2016-07-20 인천대학교 산학협력단 Energy dissipation damper of original form restoration
CN105926794A (en) * 2016-05-13 2016-09-07 中国地震局工程力学研究所 Assembly type soft steel damper optimized through equal-stress line
CN106122335A (en) * 2016-08-10 2016-11-16 同济大学 A kind of restraint device of band damping
CN205877050U (en) * 2016-07-27 2017-01-11 武汉理工大学 Tunable frequency's wide band dynamic vibration absorber
CN206053494U (en) * 2016-09-23 2017-03-29 上海堃熠工程减震科技有限公司 A kind of cartridge type friction damper
CN107035015A (en) * 2017-05-18 2017-08-11 南通蓝科减震科技有限公司 Support type out-of-plane bending damper and its manufacture method
KR20170130121A (en) * 2016-05-18 2017-11-28 (주)지아이건설 Jointing apparatus of steel pipe and construction methodthereof
CN206802185U (en) * 2017-05-11 2017-12-26 南通蓝科减震科技有限公司 Can assembling and standardization out-of-plane bending damper
CN107558786A (en) * 2017-08-29 2018-01-09 东南大学 A kind of spring damping collaboration is every vibration damping/shake device
CN206971869U (en) * 2017-07-28 2018-02-06 中国地震局工程力学研究所 Subtract shock insulation and the rod-type elastic cement damper of impact
CN108179910A (en) * 2018-03-05 2018-06-19 安徽理工大学 The U-shaped mild steel damper of spacing collar
CN108222307A (en) * 2018-01-15 2018-06-29 东南大学 One kind can make structure realize self-centering damper
CN108412073A (en) * 2018-03-05 2018-08-17 安徽理工大学 A kind of novel U-shaped mild steel damper
CN108457168A (en) * 2018-01-15 2018-08-28 东南大学 A kind of self-centering Effects of Viscous Fluid Damper
CN108678492A (en) * 2018-07-01 2018-10-19 沈阳建筑大学 Drum type brake friction energy-dissipating damper
CN108756410A (en) * 2018-05-29 2018-11-06 东南大学 A kind of self-centering viscous damper of precompressed ring spring
CN108798182A (en) * 2018-08-29 2018-11-13 沈阳建筑大学 Tension and compression energy consumption metal damper
CN108798174A (en) * 2018-08-29 2018-11-13 沈阳建筑大学 Waveform Wasted-energy steel plate cooperative inner/outer tube damper
CN108951926A (en) * 2018-08-29 2018-12-07 沈阳建筑大学 The tension and compression damper of built-in circle mild-steel energy-consumption inner cylinder
CN108951922A (en) * 2018-08-29 2018-12-07 沈阳建筑大学 A kind of cylinder tension and compression damper with limit reset function
CN208251354U (en) * 2018-03-05 2018-12-18 安徽理工大学 A kind of novel U-shaped mild steel damper
CN109505364A (en) * 2018-11-29 2019-03-22 青岛理工大学 Self-resetting energy-consuming steel support with shape memory alloy damper
CN209924172U (en) * 2019-04-09 2020-01-10 安徽理工大学 Self-resetting mild steel damper
CN113585847A (en) * 2021-07-23 2021-11-02 北京工业大学 Assembled self-reset combined disc spring X-shaped mild steel energy consumption device

Patent Citations (45)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20020083652A1 (en) * 2000-04-24 2002-07-04 Bill Hughes Apparatus for use in the construction of precast, moment-resisting frame buildings
US20020002801A1 (en) * 2000-07-10 2002-01-10 Fischer Gregor D. Collapse-resistant frame system for structures
CN1624264A (en) * 2004-12-13 2005-06-08 东南大学 High performance composite shock absorber
CN1769607A (en) * 2004-12-16 2006-05-10 东南大学 High energy consumption reposition metal damper
TW200742813A (en) * 2006-05-08 2007-11-16 Vio Creation Technology Co Ltd Composite metal damper
KR100810518B1 (en) * 2006-10-19 2008-03-07 인하대학교 산학협력단 A damper using super elastic shape memory alloy
JP2010169243A (en) * 2009-01-26 2010-08-05 Tohoku Univ Friction damper
TW201116738A (en) * 2009-11-06 2011-05-16 Sinotech Engineering Consultants Inc Adjustable viscous fluid damper for engineering structures
KR20110100878A (en) * 2010-03-05 2011-09-15 전남대학교산학협력단 Damper systems for structural vibration control using three dimensional porous structure
CN101974950A (en) * 2010-11-19 2011-02-16 太原理工大学 Rod type core bar bending restrain steel support
CN102587533A (en) * 2012-03-22 2012-07-18 北京工业大学 Buckling restrained brace with parallel mild steel plate energy dissipation devices at two ends and method for manufacturing buckling restrained brace
CN103938750A (en) * 2014-04-08 2014-07-23 同济大学 Energy consumption support damping device
CN104153476A (en) * 2014-05-30 2014-11-19 重庆大学 Piston type damper filled with saturated sand
CN204357995U (en) * 2014-12-02 2015-05-27 上海通用汽车有限公司 A kind of Compress Spring drive unit
KR20160086664A (en) * 2015-01-12 2016-07-20 인천대학교 산학협력단 Energy dissipation damper of original form restoration
CN104763766A (en) * 2015-04-13 2015-07-08 徐赵东 Vibration reduction and isolation device with viscoelastic core mat
CN204753874U (en) * 2015-05-14 2015-11-11 同济大学 Die mould metal surrender power consumption attenuator is drawn to axial
CN204609036U (en) * 2015-05-19 2015-09-02 张宏繁 A kind of shock-absorbing energy dissipator for building structure
CN105155709A (en) * 2015-08-06 2015-12-16 北京建筑大学 Repair-free self-resetting friction energy-consuming support
CN105155710A (en) * 2015-08-06 2015-12-16 北京建筑大学 Self-resetting mild steel energy-dissipating brace
CN105421610A (en) * 2015-11-18 2016-03-23 同济大学 Self-resetting soft steel energy dissipating brace
CN105672515A (en) * 2016-03-10 2016-06-15 苏州科技学院 Magnetic shape memory alloy restraining friction damper with self-reset function
CN105926794A (en) * 2016-05-13 2016-09-07 中国地震局工程力学研究所 Assembly type soft steel damper optimized through equal-stress line
KR20170130121A (en) * 2016-05-18 2017-11-28 (주)지아이건설 Jointing apparatus of steel pipe and construction methodthereof
CN205877050U (en) * 2016-07-27 2017-01-11 武汉理工大学 Tunable frequency's wide band dynamic vibration absorber
CN106122335A (en) * 2016-08-10 2016-11-16 同济大学 A kind of restraint device of band damping
CN206053494U (en) * 2016-09-23 2017-03-29 上海堃熠工程减震科技有限公司 A kind of cartridge type friction damper
CN206802185U (en) * 2017-05-11 2017-12-26 南通蓝科减震科技有限公司 Can assembling and standardization out-of-plane bending damper
CN107035015A (en) * 2017-05-18 2017-08-11 南通蓝科减震科技有限公司 Support type out-of-plane bending damper and its manufacture method
CN206971869U (en) * 2017-07-28 2018-02-06 中国地震局工程力学研究所 Subtract shock insulation and the rod-type elastic cement damper of impact
CN107558786A (en) * 2017-08-29 2018-01-09 东南大学 A kind of spring damping collaboration is every vibration damping/shake device
CN108457168A (en) * 2018-01-15 2018-08-28 东南大学 A kind of self-centering Effects of Viscous Fluid Damper
CN108222307A (en) * 2018-01-15 2018-06-29 东南大学 One kind can make structure realize self-centering damper
CN108412073A (en) * 2018-03-05 2018-08-17 安徽理工大学 A kind of novel U-shaped mild steel damper
CN108179910A (en) * 2018-03-05 2018-06-19 安徽理工大学 The U-shaped mild steel damper of spacing collar
CN208251354U (en) * 2018-03-05 2018-12-18 安徽理工大学 A kind of novel U-shaped mild steel damper
CN108756410A (en) * 2018-05-29 2018-11-06 东南大学 A kind of self-centering viscous damper of precompressed ring spring
CN108678492A (en) * 2018-07-01 2018-10-19 沈阳建筑大学 Drum type brake friction energy-dissipating damper
CN108798182A (en) * 2018-08-29 2018-11-13 沈阳建筑大学 Tension and compression energy consumption metal damper
CN108798174A (en) * 2018-08-29 2018-11-13 沈阳建筑大学 Waveform Wasted-energy steel plate cooperative inner/outer tube damper
CN108951926A (en) * 2018-08-29 2018-12-07 沈阳建筑大学 The tension and compression damper of built-in circle mild-steel energy-consumption inner cylinder
CN108951922A (en) * 2018-08-29 2018-12-07 沈阳建筑大学 A kind of cylinder tension and compression damper with limit reset function
CN109505364A (en) * 2018-11-29 2019-03-22 青岛理工大学 Self-resetting energy-consuming steel support with shape memory alloy damper
CN209924172U (en) * 2019-04-09 2020-01-10 安徽理工大学 Self-resetting mild steel damper
CN113585847A (en) * 2021-07-23 2021-11-02 北京工业大学 Assembled self-reset combined disc spring X-shaped mild steel energy consumption device

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
吴宏磊;丁洁民;刘博;: "超高层建筑基于性能的组合消能减震结构设计及其应用", 建筑结构学报, no. 03 *
薛松涛;李林;谢丽宇;: "分阶段耗能软钢阻尼器的实现方法及数值模拟", 结构工程师, no. 04 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113216695A (en) * 2021-05-12 2021-08-06 吉林大学 Template support vibration attenuation rod piece and anti-collapse control method
CN113216695B (en) * 2021-05-12 2022-02-18 吉林大学 Template support vibration attenuation rod piece and anti-collapse control method
CN113585847A (en) * 2021-07-23 2021-11-02 北京工业大学 Assembled self-reset combined disc spring X-shaped mild steel energy consumption device

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