Empirical formula for fundamental vibration periods of reinforced concrete buildings in Taiwan

Earthquake Engineering and Structural Dynamics

Volumn 29, Issue 3, 2000, Pages 327-337

  Hong, Li Ling ^a   Hwang, Woei Luen ^a  

^a NATIONAL CHENG KUNG UNIVERSITY   (Taiwan)

Author keywords

ARX model; Frequency transfer function; Fundamental vibration period; Regression analysis; Reinforced concrete moment resisting frame; System identification; Uniform building code

Indexed keywords

BUILDING CODES; CONCRETE BUILDINGS; MATHEMATICAL MODELS; REGRESSION ANALYSIS; REINFORCED CONCRETE; SEISMOLOGY; TRANSFER FUNCTIONS; VIBRATIONS (MECHANICAL);

FUNDAMENTAL VIBRATION PERIOD; GROUND EXCITATION; REINFORCED CONCRETE MOMENT RESISTING FRAME; TAIWAN;

DYNAMIC RESPONSE;

FLOOR; SEISMIC RESPONSE; VIBRATION;

TAIWAN;

EID: 0034161952     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9845(200003)29:3<327::AID-EQE907>3.0.CO;2-0     Document Type: Article

References (8)

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4. Housner GW, Brady AG. Natural periods of vibration of buildings. Engineering Mechanics Division ASCE 1963; 89:31-65.
5. Suko M, Adams PF. Empirical formula for fundamental natural period. Structural Engineering Division ASCE 1975; 101:453-457.
6. Goel RK, Chopra AK. Period formulas for moment-resisting frame buildings. Structural Engineering Division ASCE 1997; 123:1454-1461.
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