EXPERIMENTAL MODAL ANALYSIS FOR SHANGHAI KEWEI BUILDING STRUCTURE

Jia Shuizhong; Lou Menglin

doi:10.13204/j.gyjz200709013

Volume 37 Issue 9

Dec. 2014

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(9): 62-65

Jia Shuizhong, Lou Menglin. EXPERIMENTAL MODAL ANALYSIS FOR SHANGHAI KEWEI BUILDING STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 62-65. doi: 10.13204/j.gyjz200709013

Citation:

Jia Shuizhong, Lou Menglin. EXPERIMENTAL MODAL ANALYSIS FOR SHANGHAI KEWEI BUILDING STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 62-65. doi: 10.13204/j.gyjz200709013

Jia Shuizhong, Lou Menglin. EXPERIMENTAL MODAL ANALYSIS FOR SHANGHAI KEWEI BUILDING STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 62-65. doi: 10.13204/j.gyjz200709013

Citation:

Jia Shuizhong, Lou Menglin. EXPERIMENTAL MODAL ANALYSIS FOR SHANGHAI KEWEI BUILDING STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 62-65. doi: 10.13204/j.gyjz200709013

PDF( 0 KB)

EXPERIMENTAL MODAL ANALYSIS FOR SHANGHAI KEWEI BUILDING STRUCTURE

doi: 10.13204/j.gyjz200709013

Jia Shuizhong¹,
Lou Menglin²

1.
1. Shanghai Institute of Architectural Design &Research Shanghai 200041;
2.
2. Civil Engineering Department of Tongji University Shanghai 200092

Received Date: 2006-11-14
Publish Date: 2007-09-20

Abstract

Abstract

The experimental modal analysis has been adopted in Shanghai Kewei Building which is an ultra -code high -risebuilding. This paper introduces the designed engineering project as a special case to find the critical path method anddiscusses the main features in the anti-seismic design model.Analysis of the tested data and calculated data by finiteelement software are decided to find the reasonable errors and the experience from this project can be used for reference.
- modal analysis,
- pulsating test,
- reduction coefficient of the structure frequency,
- reduction coefficient of live mass