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.
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「
http://dx.doi.org/
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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
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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


- 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: