CN103741828A - Structural energy dissipation and shock absorption method - Google Patents
Structural energy dissipation and shock absorption method Download PDFInfo
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- CN103741828A CN103741828A CN201310725818.5A CN201310725818A CN103741828A CN 103741828 A CN103741828 A CN 103741828A CN 201310725818 A CN201310725818 A CN 201310725818A CN 103741828 A CN103741828 A CN 103741828A
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- energy dissipation
- shock absorption
- absorption method
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Abstract
The invention provides a structural energy dissipation and shock absorption method. Non-bearing components arranged in a structure are designed into energy dissipation components through transformation. According to the structural energy dissipation and shock absorption method, the sizes of the components are not affected and the economic burden is small.
Description
Technical field
The present invention relates to a kind of structure energy-dissipating and shock-absorbing method.
Background technology
When earthquake occurs, earth shock will cause the dynamic response of engineering structure, and to works input surface seismic energy, will make so to vibrate last termination, will dissipate in a large number by the seismic energy that works received.In general, the reinforcement of structure self anti-seismic performance is improved to the ability of structural seismic system opposing geological process, improve lateral rigidity and protect structural seismic system, as strengthen arrangement of reinforcement, increasing section size and the raising strength of materials etc., the structure of strengthening in this way can make to destroy in certain permissible range, but the method also has following deficiency: because the elastic deformation of structure does not consume energy, so in order to consume the energy of earthquake input, structure must be paid plastic strain and carry out catabiotic cost, especially when occurring in the situation of strong earthquakes, structure can cannot guarantee inherently safe, sudden due to earthquake, in earthquake, be difficult to the degree of injury of control structure, in order to meet design primary condition, not only can make scantling excessive, also can increase financial burden simultaneously.
Summary of the invention
The technical problem to be solved in the present invention is to overcome existing defect, and a kind of structure energy-dissipating and shock-absorbing method is provided, and does not affect scantling, and financial burden is little.
In order to solve the problems of the technologies described above, the invention provides following technical scheme:
A kind of structure energy-dissipating and shock-absorbing method is energy dissipation component by some the nonload bearing element transfer designs in structure.
A kind of structure energy-dissipating and shock-absorbing of the present invention method, does not affect scantling, and financial burden is little.
The specific embodiment
Below the preferred embodiments of the present invention are described, should be appreciated that preferred embodiment described herein, only for description and interpretation the present invention, is not intended to limit the present invention.
A kind of structure energy-dissipating and shock-absorbing method is energy dissipation component by some the nonload bearing element transfer designs in structure.
A kind of structure energy-dissipating and shock-absorbing of the present invention method, does not affect scantling, and financial burden is little.
Finally it should be noted that: the foregoing is only the preferred embodiments of the present invention, be not limited to the present invention, although the present invention is had been described in detail with reference to previous embodiment, for a person skilled in the art, its technical scheme that still can record aforementioned each embodiment is modified, or part technical characterictic is wherein equal to replacement.Within the spirit and principles in the present invention all, any modification of doing, be equal to replacement, improvement etc., within all should being included in protection scope of the present invention.
Claims (1)
1. a structure energy-dissipating and shock-absorbing method, is characterized in that: by some the nonload bearing element transfer designs in structure, be energy dissipation component.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310725818.5A CN103741828A (en) | 2013-12-25 | 2013-12-25 | Structural energy dissipation and shock absorption method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310725818.5A CN103741828A (en) | 2013-12-25 | 2013-12-25 | Structural energy dissipation and shock absorption method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103741828A true CN103741828A (en) | 2014-04-23 |
Family
ID=50498886
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310725818.5A Pending CN103741828A (en) | 2013-12-25 | 2013-12-25 | Structural energy dissipation and shock absorption method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103741828A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0936365A1 (en) * | 1997-09-04 | 1999-08-18 | Thk Co. Ltd. | Three dimensional guide |
| CN1342821A (en) * | 2001-04-29 | 2002-04-03 | 姜立平 | Earthquake damper and construction method for earthquake-damping building |
| CN1399049A (en) * | 2001-07-26 | 2003-02-26 | 王振永 | Shear wall structure system with damping energy-dissipating frame |
| GB2470230A (en) * | 2009-05-15 | 2010-11-17 | David Reid | A load-bearing member having a rigid portion and a flexible portion |
| CN201679116U (en) * | 2010-05-10 | 2010-12-22 | 北京交通大学 | Frame-non-load bearing gridiron composite wall structural system |
-
2013
- 2013-12-25 CN CN201310725818.5A patent/CN103741828A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0936365A1 (en) * | 1997-09-04 | 1999-08-18 | Thk Co. Ltd. | Three dimensional guide |
| CN1342821A (en) * | 2001-04-29 | 2002-04-03 | 姜立平 | Earthquake damper and construction method for earthquake-damping building |
| CN1399049A (en) * | 2001-07-26 | 2003-02-26 | 王振永 | Shear wall structure system with damping energy-dissipating frame |
| GB2470230A (en) * | 2009-05-15 | 2010-11-17 | David Reid | A load-bearing member having a rigid portion and a flexible portion |
| CN201679116U (en) * | 2010-05-10 | 2010-12-22 | 北京交通大学 | Frame-non-load bearing gridiron composite wall structural system |
Non-Patent Citations (1)
| Title |
|---|
| 周云，邓雪松，黄文虎: "耗能减震结构的抗振设计原则与设计方法", 《世界地震工程》 * |
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| Date | Code | Title | Description |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20140423 |