Structure Methods and Anti-Seismic Mechanism of Palace Type Timber Frame System Building in Tang and Song Dynasty in China(I)

Ling Qiang Yang; Yan Wang

doi:10.4028/www.scientific.net/AMR.1065-1069.2630

Paper Titles

BIM-Technology in Architectural Design
p.2611

Design Analysis of Commercial Complexes of Modern Urban Architectures
p.2615

Modern Architecture of World's Libraries
p.2622

Research on Characteristics and Structural Arts of Gannan Hakka Building
p.2626

Structure Methods and Anti-Seismic Mechanism of Palace Type Timber Frame System Building in Tang and Song Dynasty in China(I)
p.2630

Structure Methods and Anti-Seismic Mechanism of Palace Type Timber Frame System Building in Tang and Song Dynasty in China(II)
p.2634

Study on the Vernacular Dwellings’ Characteristic and Preservation in Ancient Towns of West Sichuan Plain
p.2638

The Analysis of Veranda Style Architecture on Modern Times in Qinhuangdao
p.2642

Analysis of Beijing Sanlitun Village Business District and Space-Oriented Factors
p.2646

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Structure Methods and Anti-Seismic Mechanism of...

Structure Methods and Anti-Seismic Mechanism of Palace Type Timber Frame System Building in Tang and Song Dynasty in China(I)

Abstract:

Gold box bucket bottom slot hall-type building is a kind of the highest rank traditional architecture in China. The main structure consist of frontal column layer, tile layer and roof layer, in which, the connection between stigma and cap block, stigma and column base are yaw floating shelves.