Analysis Of The Structural Performance Of Two And Six Level Wooden Model

Research object Two and Six level Wooden model came from YinZaoFaShi,drawing Single-column Model and Architecture-column Model andArchitecture-column-bucket Model used SolidWorks2012,analysis by ABAQUSfinite element software.Elaborated the history and characteristics of ancient wooden buildingssystematically,introduced the current research at home and abroadsimply,discussed the importance and urgency of this paper.Introduced the division of wooden materials of YingZaoFaShi detailed,established of the Single-column Model and selected of element and meshed.Selected seismic waves base on the structure dynamics theory. Described severaltypes of damping ratio and selected specific numerical damping parameters.Analyses the model time history of Two and Six Wooden Level under differentdamping ratios and different mass points.Introduced the structure and properties of the wood material. Depicted thetimber constitutive relations and strength criterion in model calculation. Introduced the origin and the three basic forms of Chinese ancienttimber-framed buildings briefly. Analyses the Architecture-column Model ofTwo and Six Wooden level under horizontal displacement load, analyses therelationship between displacement and reaction force under the cyclicdisplacement loading. Simulated and analyses the time history under seismicwave of different damping and friction coefficient structures and differentdamping of the model.Simulated and analyses of the Architecture-column-bucket Model of Twoand Six Wooden level under horizontal displacement load and get displacementand reaction force curve. Understood the relationship between displacement andreaction force under cyclic loading. Simulated and analyses the time historyunder seismic wave of different damping and friction coefficient structures anddifferent damping of the Architecture-column-bucket model.