SAP2000 Analysis of a Particular Beam String Structure

Jia Qi Li; Chao Hua Zhao; Yu Qian Chen

doi:10.4028/www.scientific.net/AMR.671-674.555

Paper Titles

Research on Behavior of RCS Composite Joints
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Research on Influence Factors of the Ultimate Bearing Capacity of the Soil of Push-Extend Multi-under-Reamed Pile under Compression
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Research on Load Distribution Effect of Load Distributed Structure in the Complex Rotational and Translational Engineering
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Research on the Connection Modes and Numerical Simulation Methods of RC Frame and Infill Wall
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SAP2000 Analysis of a Particular Beam String Structure
p.555

Situation and Prospect of H-beam with Corrugated Web
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Snow Distribution on Low-Rise Roofs and Practical Analysis Method
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Stationary Problems of Moisture-Elasticity for Inhomogeneous Thick-Walled Shells
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Structural Optimization Design of a Tall Residential Building with Rectangle Layout in High Seismic Intensity
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674SAP2000 Analysis of a Particular Beam String...

SAP2000 Analysis of a Particular Beam String Structure

Abstract:

The Beam String Structure was in short-side direction. This paper simulated Beam String Structure in long-side direction. Through SAP2000 analysis of vibration mode and stress of single and overall structure, some features of the structure were obtained. The single structure has small rigidity disadvantage, while the overall structure has reasonable stiffness. Then the paper draws a conclusion that disadvantage in long-side direction can be remedied by overall structure.