The Preliminary Analysis on Tower Crane by Earthquake Effect

Yong Qiang Gu; Chun Feng Mao

doi:10.4028/www.scientific.net/AMM.353-356.1892

Paper Titles

Shallow Hidden Cave Seismic Wavefield Numerical Simulation Based on Gaussian Beam Method
p.1871

Performance-Based Seismic Design Research of a Super High-Rise Building
p.1875

Study on Seismic Performance of Unsymmetrical K-Type Friction Energy Dissipation Brace
p.1879

Experimental Research on the Seismic Behavior of Enclosing Masonry Walls Simulated the Structure of an Ancient Masonry Pagoda Strengthened with Steel Straps
p.1885

The Preliminary Analysis on Tower Crane by Earthquake Effect
p.1892

Experimental Research on Seismic Response of Heat-Insulating Perforated Brick Full-Scale Walls with Openings
p.1896

Analysis for Seismic Responses of Continuous Girder Bridge under Strong Near-Fault Earthquake Level
p.1901

A Simple Method of Calculating Safety Vibrating Velocity for Single-Layer Masonry Structures in Blasting Construction
p.1907

Economic Evaluation and Analysis of the Isolated Structure
p.1914

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356The Preliminary Analysis on Tower Crane by...

The Preliminary Analysis on Tower Crane by Earthquake Effect

Abstract:

Earthquake damages to the tall and towering structures are usually very serious, but these dangers are often hidden. The paper uses the finite element software ANSYS to set up the overall modeling of the TC6010 tower crane which is produced by a company, and carry on the modal analysis based on it. The paper obtains the data of the displacement and the speed response of the complete machine after exerting the Ninghe Tianjin seismic wave, and has the preliminary analysis to the result. The results show that the tower crane is a low-frequency vibrating system and easy to cause the structure resonance, the crane tower may damage in the boom firstly under the action of seismic wave.