使用非線性黏性阻尼器之彈性結構受近斷層地震作用之分析與設計研究

曾惠瑜

doi:10.6342/NTU.2014.00999

18.232.56.9，Hello！

Close
Search Quick Search Advanced Search Publication Search	Personal Service Member Login Searching History Use Bonus Card SYMSKAN
Browse Browse by University of Graduate Thesis Browse by Pinyin of Graduate Thesis Browse by Conference Proceedings Topic Browse by Conference Proceedings Publisher Browse by Pinyin of Conference Proceedings Browse by eBook Category Browse by eBook Topic Browse by eBook Publisher
Customer Services Authorize Airiti Recommend a Journal

Search Symbol (Half-width)	Description of Search Symbols
Space	"AND" indicates the intertwining of key terms used in a search
Double Quotation Marks ("") ( " " )	Double quotation marks indicate the beginning and end of a phrase, and the search will only include terms that appear in the same order of those within the quotations. Example: "image process" ： " image process "
?	Indicates a variable letter. Entering two ? will indicate two variable letters, and so on. Example: "Appl?", search results will yield apple, apply… e , appl y … ( (often used to English word searches) )
*	Indicates an unlimited number of variable letters to follow, from 1~n. Example: Enter "appl*", search results will yield apple, apples, apply, applied, application…(often used in English word searches) e , appl es , appl y , appl ied , appl ication … ( (often used to English word searches) )
AND、OR、NOT	Boolean logic combinations of key words is a skill used to expand or refine search parameters. (1) AND (1) AND: Refines search parameters (2) OR (2) OR: Expands search parameters (3) NOT: Excludes irrelevant parameters

DOI stands for Digital Object Identifier （ D igital O bject I dentifier ） ,
and is the unique identifier for objects on the internet. It can be used to create persistent link and to cite articles.

Using DOI as a persistent link

To create a persistent link, add「http://dx.doi.org/」「 http://dx.doi.org/ 」 before a DOI.
For instance, if the DOI of an article is 10.5297/ser.1201.002 , you can link persistently to the article by entering the following link in your browser: http://dx.doi.org/ 10.5297/ser.1201.002 。
The DOI link will always direct you to the most updated article page no matter how the publisher changes the document's position, avoiding errors when engaging in important research.

Cite a document with DOI

When citing references, you should also cite the DOI if the article has one. If your citation guideline does not include DOIs, you may cite the DOI link.

DOIs allow accurate citations, improve academic contents connections, and allow users to gain better experience across different platforms. Currently, there are more than 70 million DOIs registered for academic contents. If you want to understand more about DOI, please visit airiti DOI Registration （ doi.airiti.com ）。

Data Source

College of Engineering > Graduate Institute of Civil Engineering
Engineering > Civil Engineering & Architecture Engineering

Bibliography Management Tool

Related Links

Report an Issue

Purchase Single Articles

Download PDF

使用非線性黏性阻尼器之彈性結構受近斷層地震作用之分析與設計研究

Design of Nonlinear Viscous Dampers for Elastic Buildings Subjected to Near-Fault Ground Motion

曾惠瑜 , Masters　　Advisor：黃尹男　　

繁體中文 DOI： 10.6342/NTU.2014.00999

非線性阻尼器；近斷層地震；等效線性； nonlinear viscous damper ； near-fault ground motion ； linear equivalent damping ； response-history analyses ； response reduction factor

Abstract │ Reference (27) │ Times Cited (2) │ Altmetrics

Abstract 〈TOP〉

Parallel Abstract 〈TOP〉

ASCE7-10 provides a reduction factor B for engineers to determine the seismic demands of buildings equipped with energy dissipation systems, such as viscous dampers. However, ASCE7-10 does not suggest the use of the factor B on buildings located at soft soil sites and those subjected to ground motions with near-fault characteristics. For buildings subjected to near-fault ground shaking, reduction factors for spectral acceleration ( ) and displacement ( ) are developed in this study to improve the accuracy of the design procedures of ASCE 7-10.
	In this study, a series of nonlinear response-history analyses (RHA) are conducted for sample 5-, 15- and 34-story buildings equipped with nonlinear viscous dampers. The results of RHA are used to benchmark those computed using the two design procedures provided in ASCE 7-10, namely, Response Spectrum Procedure (RSA) and Equivalent Lateral Force Procedure (ELF). The pros and cons of RSA, ELF, and the B values provided in ASCE 7-10 are discussed. A new method is proposed in this study using multiple single degree-of-freedom linear RHA to capture the responses of buildings with nonlinear viscous dampers and subjected to near-fault ground motions. The new method provides more accurate results than the RSA and ELF of ASCE 7-10, especially in the prediction of peak floor acceleration.

Reference ( 27 ) 〈TOP〉

Wen-Hsiung Lin and Anil K. Chopra (2002). “Earthquake response of elastic SDF systems with non-linear fluid viscous dampers.” Earthquake Engineering and Structural Dynamic, 31(9), 1623-1642.
連結：
Gokhan Pekcan, John B. Mander and Stuarts. Chen (1999). “Fundamental considerations for the design of non-linear viscous dampers.” Earthquake Engineering and Structural Dynamic, 28(11), 1405-1425.
連結：
Federal Emergency Management Agency (FEMA). (2003). “NEHRP guidelines for the seismic rehabilitation of buildings.” Rep. No.450, Building Seismic Safety Concil, Washington, D.C.
連結：
Wen-Hsiung Lin and Anil K. Chopra (2003). “Asymmetric one-storey elastic systems with non-linear viscous and viscoelastic dampers: Earthquake response.” Earthquake Engineering and Structural Dynamic, 32(4), 555-577.
連結：
R (2003). “Asymmetric one-storey elastic systems with non-linear viscous and viscoelastic dampers: Earthquake response.” Earthquake Engineering and Structural Dynamic, 32(4), 555-577.
連結：

Times Cited (2) 〈TOP〉

Altmetrics

〈TOP〉

E-mail ：

When an article is available to download, a notice will be sent to your mailbox address.

E-mail ：