Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
This paper examines the A1 tower of the Shenyang Huafu Xintiandi Phase III project as an example of an out of code structure. It also analyzes the seismic performance under three earthquake scenarios; a frequent earthquake, a moderate earthquake and a rare earthquake. This paper will discuss the structural elements design, and address the weak points. This paper also provides several seismic design enhancements for similar high-rise buildings.
This paper examines the A1 tower of the Shenyang Huafu Xintiandi Phase III project as an example of an out of code structure. It also analyzes the seismic performance under three earthquake scenarios; a frequent earthquake, a moderate earthquake and a rare earthquake. This paper will discuss the structural elements design, and address the weak points. This paper also provides several seismic design enhancements for similar high-rise buildings.
Seismic Design of High Rise Building in Shenyang
Applied Mechanics and Materials ; 166-169 ; 2436-2443
14.05.2012
8 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Seismic Design of High Rise Building in Shenyang
British Library Conference Proceedings | 2012
|Trans Tech Publications | 2012
|Turenscape - Shenyang Campus, Shenyang City, China, 2004
Online Contents | 2012
Anti-seismic design of high-rise building in Djakarta
Engineering Index Backfile | 1965
|