Anti-Seismic Mechanism of Palace Type Building in China

DOI

10.2991/iceesd-18.2018.121How to use a DOI?

Keywords

palace building; timber frame system; Structure methods; China

Abstract

Chinese traditional wooden structure, applied to the foundation column directly above is the main form of connection between the column node, without any connection between the vertical support column, and base and foundation provides only horizontal friction. Gold box bucket bottom slot hall-type building is a kind of the highest rank traditional architecture in China. Under the horizontal inertia force, post partial pendulum and the weight of roof make it reset, as a result, it formed a phenomenon ??"it is on high level but does not fall(high tumbler). When stigma swing, then cap block move. When the friction was eliminated between flower arm and cap block, relative displacement occurs and we call it “soft neck role”. "The phenomenon of high tumbler" and "soft neck" .These two factors determine the excellent seismic performance of the lifted building.

Copyright

© 2018, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Rui Gao
AU  - Lingqiang Yang
AU  - Yan Wang
PY  - 2018/05
DA  - 2018/05
TI  - Anti-Seismic Mechanism of Palace Type Building in China
BT  - Proceedings of the 2018 7th International Conference on Energy, Environment and Sustainable Development (ICEESD 2018)
PB  - Atlantis Press
SP  - 659
EP  - 662
SN  - 2352-5401
UR  - https://doi.org/10.2991/iceesd-18.2018.121
DO  - 10.2991/iceesd-18.2018.121
ID  - Gao2018/05
ER  -