A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Theoretical Research on Base Sliding Collapse Performance of Chinese Ancient Timber Buildings
In order to study the collapse behaviors due to base sliding of Chinese ancient timber buildings, a simplified model was constructed. The motion equation of the model subjected to horizontal seismic excitation was established, and the maximum relative sliding displacement was derived on a twice filtered Gaussian white noise with mean zero. A formula was given to judge the collapse of base sliding. By comparison of the diameter of column in Song and Qing dynasty with the critical displacement, it is drawn that the maximum slippage can not surpass the radius of the plinth’s top face even when the input excitation reaches 1000gal. The result shows the base-sliding-induced collapse never occurs even when buildings are subjected to super earthquakes.
Theoretical Research on Base Sliding Collapse Performance of Chinese Ancient Timber Buildings
In order to study the collapse behaviors due to base sliding of Chinese ancient timber buildings, a simplified model was constructed. The motion equation of the model subjected to horizontal seismic excitation was established, and the maximum relative sliding displacement was derived on a twice filtered Gaussian white noise with mean zero. A formula was given to judge the collapse of base sliding. By comparison of the diameter of column in Song and Qing dynasty with the critical displacement, it is drawn that the maximum slippage can not surpass the radius of the plinth’s top face even when the input excitation reaches 1000gal. The result shows the base-sliding-induced collapse never occurs even when buildings are subjected to super earthquakes.
Theoretical Research on Base Sliding Collapse Performance of Chinese Ancient Timber Buildings
Advanced Materials Research ; 368-373 ; 660-664
2011-10-24
5 pages
Article (Journal)
Electronic Resource
English
Theoretical Research on Base Sliding Collapse Performance of Chinese Ancient Timber Buildings
| British Library Conference Proceedings | 2012
Seismic Damage Evaluation Model of Chinese Ancient Timber Buildings
| SAGE Publications | 2015
Study of Ultimate Displacement of Timber Structures in Chinese Ancient Buildings
| Trans Tech Publications | 2014
Study of Ultimate Displacement of Timber Structures in Chinese Ancient Buildings
| British Library Conference Proceedings | 2014
Simplified analytical research on ancient Chinese timber structures
| British Library Online Contents | 2011