The study of the design parameter of lead rubber bearing

Applied Mechanics and Materials

Volumn 184-185, Issue , 2012, Pages 591-594

  Wang, Jie ^a,b   Liu, Jian Xin ^b  

^a XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY   (China)

^b CHANG'AN UNIVERSITY   (China)

Author keywords

Computing method; Equivalent linear model; Lead Rubber Bearing; The design parameter

Indexed keywords

COMPUTING METHODS; CONCRETE DESIGN; DESIGN FORMULAE; DESIGN PARAMETERS; EQUIVALENT DAMPING; EQUIVALENT LINEAR MODEL; EQUIVALENT RIGIDITY; ISOLATION DEVICES; LEAD RUBBER BEARING; REASONABLE VALUE; RUBBER BEARING;

BEARINGS (STRUCTURAL); DESIGN; MECHANICAL ENGINEERING; NONMETALLIC BEARINGS; RIGIDITY;

BRIDGES;

EID: 84868541393     PISSN: 16609336     EISSN: 16627482     Source Type: Book Series    
DOI: 10.4028/www.scientific.net/AMM.184-185.591     Document Type: Conference Paper

References (4)

1. Jun-sheng Zhuang, Bridge Bearings, first ed., China Railway Press, BeiJing, 2000
2. JIan-xin Liu, Zhao-tong Hu, Design method Study on damping device of highway bridge, the Science and Technology Research Report, 2000
3. Li-chu Fan, Zhi-qiang Wang. Bridge Seismic Isolation Design, Communications Press, Beijing, 2000
4. Ministry of Transportation of the People's Republic of China, Compilation of special equipment and materials standards in Road and bridge, Communications Press, Beijing, 1999