CA2485151A1 - Quake-resisting and energy-dispersing structural assembly, and method for installing the same - Google Patents
Quake-resisting and energy-dispersing structural assembly, and method for installing the same Download PDFInfo
- Publication number
- CA2485151A1 CA2485151A1 CA 2485151 CA2485151A CA2485151A1 CA 2485151 A1 CA2485151 A1 CA 2485151A1 CA 2485151 CA2485151 CA 2485151 CA 2485151 A CA2485151 A CA 2485151A CA 2485151 A1 CA2485151 A1 CA 2485151A1
- Authority
- CA
- Canada
- Prior art keywords
- quake
- resisting
- wall panel
- energy
- shear wall
- 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
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
A quake-resisting and energy-dispersing structural assembly includes a main structure having two structural components spaced apart from each other, a shear wall panel connected between the structural components of the main structure, and at least one reinforcing member extending across the shear wall panel for lateral restraint of the shear wall panel.
Claims (20)
1. A quake-resisting and energy-dispersing structural assembly, comprising:
a main structure having two structural components spaced apart from each other;
a shear wall panel connected between said structural components of said main structure; and at least one reinforcing member extending across said shear wall panel for lateral restraint of said shear wall panel.
a main structure having two structural components spaced apart from each other;
a shear wall panel connected between said structural components of said main structure; and at least one reinforcing member extending across said shear wall panel for lateral restraint of said shear wall panel.
2. The quake-resisting and energy-dispersing structural assembly as claimed in Claim 1, wherein said shear wall panel includes top and bottom edges connected to said structural components of said main structure, respectively.
3. The quake-resisting and energy-dispersing structural assembly as claimed in Claim 2, wherein said shear wall panel is a steel panel.
4. The quake-resisting and energy-dispersing structural assembly as claimed in Claim 3, wherein said shear wall panel is connected to said structural components of said main structure by soldering.
5. The quake-resisting and energy-dispersing structural assembly as claimed in Claim 1, wherein said reinforcing member is made of a material selected from the group consisting of concrete and steel.
6. The quake-resisting and energy-dispersing structural assembly as claimed in Claim 5, wherein said reinforcing member is connected to said shear wall panel by screwing.
7. The quake-resisting and energy-dispersing structural assembly as claimed in Claim 1, wherein said at least one reinforcing member is attached to each of two opposite sides of said shear wall panel.
8. The quake-resisting and energy-dispersing structural assembly as claimed in Claim 2, wherein said reinforcing member is substantially horizontal.
9. The quake-resisting and energy-dispersing structural assembly as claimed in Claim 2, wherein said reinforcing member is substantially vertical.
10. The quake-resisting and energy-dispersing structural assembly as claimed in Claim 2, wherein said reinforcing member is inclined with respect to said structural components of said main structure.
11. The quake-resisting and energy-dispersing structural assembly as claimed in Claim 2, comprising a plurality of said reinforcing members, at least one of which is inclined with respect to said structural components of said main structure.
12. The quake-resisting and energy-dispersing structural assembly as claimed in Claim 11, wherein said reinforcing members have different cross-sections.
13. The quake-resisting and energy-dispersing structural assembly as claimed in Claim 11, wherein said reinforcing members are made of different materials.
14. The quake-resisting and energy-dispersing structural assembly as claimed in Claim 1, wherein said shear wall panel and said reinforcing member are formed integrally.
15. A method for installing a quake-resisting and energy-dispersing device to a main structure having two structural components spaced apart from each other, said method comprising the steps of:
(a) preparing a shear wall panel;
(b) attaching a reinforcing member to the shear wall panel so as to restrain laterally the shear wall panel;
and (c) connecting the shear wall panel to the structural components of the main structure.
(a) preparing a shear wall panel;
(b) attaching a reinforcing member to the shear wall panel so as to restrain laterally the shear wall panel;
and (c) connecting the shear wall panel to the structural components of the main structure.
16. The method as claimed in Claim 15, wherein the shear wall panel in step (a) is formed by cutting a steel plate, step (c) is conducted by soldering, and step (b) is conducted by screwing.
17. The method as claimed in Claim 15, wherein the reinforcing member in step (a) is formed by molding concrete.
18. The method as claimed in Claim 15, wherein the reinforcing member in step (a) is formed by cutting a steel structure.
19. A method for installing a quake-resisting and energy-dispersing device to a main structure having two structural components spaced apart from each other, said method comprising the steps of:
(a) preparing a shear wall panel;
(b) connecting the shear wall panel to the structural components of the main structure; and (c) attaching a reinforcing member to the shear wall panel.
(a) preparing a shear wall panel;
(b) connecting the shear wall panel to the structural components of the main structure; and (c) attaching a reinforcing member to the shear wall panel.
20. The method as claimed in Claim 19, wherein the shear wall panel is formed by cutting a steel plate, step (b) is conducted by soldering, step (c) is conducted by screwing, and said reinforcing member is made of a material selected from the group consisting of concrete and steel.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
TW092128701 | 2003-10-16 | ||
TW92128701A TWI233958B (en) | 2003-10-16 | 2003-10-16 | Shock-resistant energy-absorbing device and application method thereof |
Publications (2)
Publication Number | Publication Date |
---|---|
CA2485151A1 true CA2485151A1 (en) | 2005-04-16 |
CA2485151C CA2485151C (en) | 2012-08-14 |
Family
ID=34433021
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CA2485151A Expired - Fee Related CA2485151C (en) | 2003-10-16 | 2004-10-14 | Quake-resisting and energy-dispersing structural assembly, and method for installing the same |
Country Status (2)
Country | Link |
---|---|
CA (1) | CA2485151C (en) |
TW (1) | TWI233958B (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108442560A (en) * | 2018-05-31 | 2018-08-24 | 上海宝冶集团有限公司 | Enhanced full assembled damper outside a kind of U-shaped steel face |
CN111104703A (en) * | 2019-12-10 | 2020-05-05 | 华东建筑设计研究院有限公司 | Tension control method in shear wall seismic design |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103981997B (en) * | 2014-05-12 | 2017-01-18 | 东南大学 | Ribbed bamboo constraining shear plate |
CN106703244B (en) * | 2016-11-15 | 2018-11-20 | 东南大学 | A kind of casing buckling induction support with the circumferential double-deck inner concave shape induction unit |
-
2003
- 2003-10-16 TW TW92128701A patent/TWI233958B/en not_active IP Right Cessation
-
2004
- 2004-10-14 CA CA2485151A patent/CA2485151C/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108442560A (en) * | 2018-05-31 | 2018-08-24 | 上海宝冶集团有限公司 | Enhanced full assembled damper outside a kind of U-shaped steel face |
CN111104703A (en) * | 2019-12-10 | 2020-05-05 | 华东建筑设计研究院有限公司 | Tension control method in shear wall seismic design |
Also Published As
Publication number | Publication date |
---|---|
TW200514899A (en) | 2005-05-01 |
CA2485151C (en) | 2012-08-14 |
TWI233958B (en) | 2005-06-11 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
EEER | Examination request | ||
MKLA | Lapsed |
Effective date: 20201014 |