China Building Industry Press Yan Dong, ed.
Price:38.00 Filesize:14.9MB Pages:255
SAP2000 is a general-purpose structural analysis and design software is an integrated, it is the SAP series the most powerful version, with friendly user interface, it can be on the bridge, including stadiums, towers, industrial plants, offshore structure, pipeline system, building structures, dam, soil, machinery etc. system type structure analysis and design, can also according to the needs of structure design is completed in most of the world countries and regions.SAP2000 was founded in 1969 by the United States R & D Wilson professor at University of California in Berkeley, SAP is "Structure Analysis Program" acronym.Since the birth of SAP, it has been widely used in the field of structural engineering analysis, the development so far, SAP2000 in the United States and the world is recognized as the most effective and practical software. book is divided into two parts, is composed of seven chapters altogether.The first part is the basic concept of SAP2000, a total of 3 chapters: the first chapter mainly introduces the basic situation of SAP2000, as well as in the finite element software status and specialty materials, cell library; second chapter of SAP2000 provides a simple introduction; third chapter introduces the typical process structure analysis modeling, loading and post processing, introduces the the modeling process of frame structure, shell structure, high-rise building structure, arch structure, the bridge structure and the entity structure, expatiates the common characteristics, the purpose is to let readers have a whole understanding on structural analysis.
SAP2000 is used for one of the finite element structural analysis and design calculation software.SAP2000 structural engineering analysis and example explanation is divided into 7 chapters, the 3 chapter introduces the basic concepts of SAPOOO, modeling and analysis function; after 4 chapters on different types of structure analysis is illustrated, including linear static analysis, dynamic analysis, frequency domain analysis of linear and nonlinear analysis of four kinds of.Involved in the every typical examples in the knowledge points, are described in the prior example demonstration.In addition, the book bring attention to some key content, the problems and key techniques are suggested. SAP2000 structural engineering analysis and detailed examples of rich content, strong operability, engineering example relates to a wide and representative, can help beginners to master the SAP2000 software function analysis and application; for a certain basis for software application engineer or scientific research personnel, through the SAP2000 structural engineering analysis and detailed examples of learning, can play further improve the role.SAP2000 structural engineering analysis and examples can be used as Civil Engineering College of undergraduate students, students learning materials.
The first chapter SAP2000 of finite element software 1.1 and SAP20001.2 SAP2000 graphical user interface 1.2.1 menu command 1.2.2 1.2.3 1.2.4 toolbar display window status bar 1.3 file types and data exchange 1.4 keyboard commands SAP2000 chapter second material and element library 2.1 SAP2000 library 2.2 global coordinates and local coordinates 2.2.1 global coordinate system 2.2.2 local coordinate system of 2.3 SAP2000 cell library 2.3.1 rod unit 184.108.40.206 frame / cable 220.127.116.11 tendons / beam unit 2.3.2 shell element 18.104.22.168 shell element 22.214.171.124 plane element 2.3.3 entity 126.96.36.199 axisymmetric solid element 188.8.131.52 entity 2.3.4 connection / bearing unit 2.4 node constraint type 2.5 special function introduced 2.5.1 tension-compression ratio is defined 2.5.2 line object end releases 2.5.3 element subdivision 2.5.4 change node, element number SAP2000 chapter third structure analysis based on 3.1 finite element analysis of the basic principle of 3.2 SAP2000 structure analysis function of 3.3 SAP2000 structural analysis of typical 3.3.1 structure calculation modelThe establishment of 184.108.40.206 frame structure model of 220.127.116.11 shell structure model of 18.104.22.168 model of tall building structures 22.214.171.124 arch structure model structure model of 126.96.36.199 bridge 188.8.131.52 entity model of 3.3.2 loading and solution 184.108.40.206 load 220.127.116.11 load cases combination solution of 18.104.22.168 control 3.3.3 calculate the results after the processing of 22.214.171.124 data file output 126.96.36.199 to generate AVI video fourth chapter linear static analysis of the basic principle of 4.2 linear static analysis of 4.1 linear static analysis procedure 4.3 instance of a 188.8.131.52 graphics output 184.108.40.206 data shows: linear static analysis of truss structures with 4.4 example two: analysis of the influence of internal forces in line 4.4.1 bridge influence line of the basic concepts of 4.4.2 custom vehicle, lane and train load of 4.4.3 calculating influence line 4.5 example three: calculation 4.5.4 analysis process of 4.6 examples of the four method of 4.5.3 prestressed loss linear static analysis of prestressed reinforced concrete girder concept 4.5.2 4.5.1 prestress of prestressed: analog 4.6.1 output step of construction process controlThe 4.6.2 analysis process of 4.7 five examples: linear static structure under temperature load analysis of 4.7.3 type and the method of loading 4.7.1 material thermal properties of 4.7.2 temperature load analysis of the types and basic principle of 220.127.116.11 modal analysis of 18.104.22.168 response spectrum analysis of 22.214.171.124 transient response analysis procedure and solving the control 5.3 example analysis of 5.1.2 damping model of the 126.96.36.199 damper and viscous damping 188.8.131.52 modal damping 184.108.40.206 Rayleigh damping 5.2 linear dynamic analysis of structural dynamic overview of 5.1.1 SAP2000 analysis of 5.1 dynamic analysis process of fifth chapter: linear dynamic modal analysis of frame structure with the 5.4 example two: analysis of the concept of 5.4.1 seismic response spectrum and selects the 5.4.2 analysis process of 5.5 three examples of earthquake response spectrum of beam bridge earthquake: 5.5.1 Cheng Bo the concept and the selection of 5.5.2 consistent input seismic time-history analysis 5.5.3 considering travelling effect seismic time-history analysis of 5.6 four examples of time-history analysis of long-span cable-stayed bridges during earthquake: structural wind simulation concept 5.6.2 5.6.1 wind load wind load and the simplified 7.2.2 nonlinear analysis to solve the control 7.3 example: multi-storey frame push-over analysis 7.3.1 plastic hinge on the definition of 220.127.116.11 plastic hinge hinge properties the concept of 18.104.22.168 7.3.2 lateral load pattern 7.3.3 analysis process of 7.4 example two: high-rise structural buckling analysis of the first stage 7.4.1: linear static analysis of 7.4.2 second stages: buckling analysis 7.5 example three the suspension structure: P- △ 7.6 analysis of example four: Isolation Bridge Seismic Response Analysis of isolation device for 7.6.2 7.6.1 simulation method of isolated device 7.6.3 analysis process of reference
First chapter overview of SAP2000 finite element software of 1.1 and SAP2000 finite element method originated from the "matrix analysis method", is a kind of analysis method used widely.In the traditional structural mechanics method, usually the rod system structure is viewed by many single members interconnected at the nodes constitute the system, and through the mutual transmission of force and displacement of node.The node force as the unknown variables and methods in solving structure called the "force" method in structural mechanics; with nodal displacements as unknown quantity and method to solve the structure known as the "displacement"; the displacement of a part of the node and another node together as unknown quantity and method to solve on the structure of "mixed law".In the above three methods, the relationship between the node displacement and internal force of the use of algebraic equations expressed, solving the equations can be solved unknown quantity, and internal forces of each component is obtained, which is the traditional structural mechanics.The unknown quantity of each node and the corresponding equations can also be expressed easily in the form of matrix, and complete the problem solved by matrix operation, which is "the structure matrix analysis method".The matrix analysis method can be effectively used a computer to solve, so as to solve the problem of complex structure.The method and thought of the structure matrix analysis is further extended to continuum mechanical analysis has gradually formed a "finite element method".The term "finite element method" is the Clough R.W. in 1960 first cited, was originally used for the analysis of aircraft.At the same time, a general computer program of the finite element method as an important part of finite element study, along with the rapid development of computer and the rapid development of the.Until the early nineteen seventies, the finite element analysis software general appeared, these powerful software function, calculation of reliability, high work efficiency, has gradually become a powerful tool in structural analysis.In recent years, many countries have developed a number of general purpose program system.In the widely used finite element analysis program, the United States Computers and developed Structures Inc structural analysis and design software SAP2000 is recognized worldwide as the structure analysis and calculation program, is widely used in the world.
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