Dissertation > Excellent graduate degree dissertation topics show
Test Research and Finite Element Analysis of Seismic Design of Single-storey Dwellings in Tibet
Author: ChenShan
Tutor: SunBaiTao
School: China Seismological Bureau, Institute of Engineering Mechanics
Course: Structural Engineering
Keywords: Monolayer residential Structural columns and ring beam Predict earthquake damage Seismic fortification
CLC: TU352.11
Type: Master's thesis
Year: 2011
Downloads: 50
Quote: 3
Read: Download Dissertation
Abstract
|
Lhasa city government in order to implement the meeting of the National Earthquake Disaster Mitigation deployment of residential earthquake safety project in 2010, under the coordination of the China Development Research Foundation, as the China Earthquake Administration funded projects built for Tibet building, assigned to the Institute of Engineering Mechanics commitment \housing projects of farmers and herdsmen seismic reinforcement of the test. \Purpose the traditional seismic capacity of masonry bungalow intends to use the building for the Lhasa municipal government assessment, designed to improve the seismic performance, improve the ability to resist strong earthquake, in order to reduce the loss of earthquake disaster, construction of Tibetan farmers and herdsmen housing projects to protect the Tibetan compatriots earthquake safety. The main measures of the structural columns and ring beam is of multistory masonry buildings Trinexapac of \Tibet is China's earthquake-prone areas, Lhasa Damxung County is one of the ten (9 degrees) domain collar of the Chinese mainland seismic intensity in Bangor - when Xiong fault zone Interchange, used in the construction works seismic design seismic intensity of not less than 9 degrees, the basic design earthquake acceleration value is not less than 0.4g. The new monolayer residential local seismic fortification levels is difficult to determine, for Tibet earthquake-proof monolayer dwellings experimental research, and the use of computer software for the simulation analysis, summary of the main contents of the following: Based on \of farmers and herdsmen in the housing projects, through simulated seismic shaking table test, carried out the analysis of the structure of the test results of the two models, prototype seismic capacity and predict earthquake damage assessment according to the model and prototype similar relationship. The article extract seismic knowledge from a large number of test data and graphic information, the type of structure that can withstand strong earthquakes and seismic measures for farmers and herdsmen in Tibet earthquake of high intensity District housing projects, to provide a basis for this assessment. White noise sweep find the structure of the base frequency the formula calculated structure frequency comparison, as well as to predict the the engineering seismic capacity of housing prototype seismic qualification in accordance with building standards and predict earthquake damage to the 2-2 model prototype housing predictable results, for example, found that shaking table model test process and the results are consistent with the seismic design of buildings GB50011-2001 China building earthquake-proof three-level goals [1]: minor earthquake, earthquake repair, earthquake not fall. 3, using the ABAQUS finite element software modeling, modal analysis of the structure and dynamic analysis, and assess the seismic capacity of the seismic fortification monolayer residential, further compare the seismic capacity of the test model of the the seismic fortification wall by the presence or absence of the middle Analysis.
|
Related Dissertations
- Theory and Methods of Performance Based Seismic Design for Irregular Reinforced Concrete Frame Structures,TU375.4
- Study on Urban Optimal Seismic Fortification Criterion,TU352.11
- Non-Linear Analysis on the RC Structure Partially Disposed SRC Column,TU398.9
- Random Seismic Analysis of Spatial Lattice Structures under Multi-dimensional and Multi-support Excitation,TU311.3
- Comparison of the Earthquake Relevant Provisions of Chinese Code for Secimic Design of Buildings and American Building Codes,TU352.11
- Study on Earthquake-resistance Reinforcement and Seismic Fortification Criterion of the Concrete Gravity Dam,TV642.3
- Study on Seismic Performance of Innovative Coupling Beams with Control Device,TU352.1
- Study on Co-operation Properties of Seismic Fortification Measure in Brick Masonry Buildings,TU364
- Study on Cooperative Working Performance of SRC Frame-RC Core Wall Structure Model,TU398.9
- The Research on the Rationality of Seismic Design Method for Reinforced Concrete Frame Structure in China,TU375.4
- The Analysis on the Rationality of Seismic Fortification Measures for Concrete Structures in China,TU352.11
- The Structure Design of Tall Building Beyond the Code Limits in Guangxi Medical University,TU973.1
- Research on Theory of Performance Based Seismic Design for Reinforced Concrete Frame Structures,TU352.11
- Experimental Study on the Frame Structure Reinforced by the Adhesive Steel Plate,TU746.3
- The Evolution of Some Provisions in Chinese Seismic Code of Buildings and the Comparison of These Provisions between Chinese and Euramerican Code,TU352.11
- Research of Seismic Fortification and Vibration Absorption Measures of Highway Tunnel in High Intensity Seismic Region,U452.28
- Finite Element Analysis of Seismic Performance of Rc Beams Composite Strengthened with CFRP and Steel Plate,TU352.11
- Research Bed masonry walls,TU352.11
- Study on Urban Optimal Seismic Fortification Criterion,TU352.11
- The Analysis of the Shear Capacity of the Specially Shaped Column Joints and the Damage of the Global Structure in the Earthquake,TU352.11
- Anti-Seismic Researches on A New Type of Light Guage Steel Framed Residences,TU352.11
CLC: > Industrial Technology > Building Science > Building structure > Special Structure > Anti - shock structure,disaster prevention structures > Shock, isolation, and explosion-proof structure > Seismic structure
© 2012 www.DissertationTopic.Net Mobile
|