Modify records in the table by typing directly in the cells, including using numerical formulas (e.g., 2+3/4). If the alternative method of displaying the form is used (see above), only one table name will be listed in this drop-down list. Use the drop-down list near the top of the form to select the table to be edited. The Interactive Database Editing form has a display area and various menu options and buttons that can be used to add records to or delete records from the table shown in the display area, copy records, move records, and find or find and replace user-specified data. The changes can then be applied to the model and shown in the display area of the SAP2000 window. Use the Interactive Database Editing form to make any additions, deletions, or modifications to the tables selected using the Choose Tables for Interactive Editing form. Optimized Modeling and Design of Structures using SAP2000 - 6. Slab Properties: Slab Thickness (Bending) = 1 in Slab Thickness (Membrane) = 1in Building Loads: Other parameters associated with the structure are as follows:Ĭoefficient of Thermal Expansion = 6.500E-06 Poisson's ratio = 0.3 Concrete Compression Strength, fc = 4 ksi Bending Reinforcement Yield Stress, fy = 60 ksi The modulus of elasticity used for concrete is 3600 ksi. The 2D frames are two stories high with a story height of 24 ft. Interactive Database Editing using Microsoft Excel Significant Options of SAP2000 Exemplified Only the 2nd frame has edge constraints assigned to it. Each frame is meshed differently as shown in Figure 1-1. There are 4 frames in the X-Z plane that consist of 1 inch concrete shell elements. This is a two-story frame analysis, subjected to lateral static loading.
#CHANGING NAMES OF FRAMES SAP 2000 FREE#
As we present each example, please feel free to follow along.ĮXAMPLE I General Modeling Techniques 2-D Shear Wall Analysis In these seminar notes, you will find descriptions, computer model definitions, and results for each example. We have chosen seven examples that we will describe in the presentation. All of the examples that we present (except for the few real life models in the beginning) will be drawn from scratch to exhibit the most general and common modeling techniques mentioned above. We have designed this course in such a way that even the inexperienced SAP2000 user will have no problem following along. However, if you have never used SAP2000 before, do not be set back. This lecture is generally geared towards the intermediate user level of SAP2000. Optimized Modeling and Design of Structures using SAP2000 - 4. Mesh Transitioning and Compatibility Automated Line Constraint in ETABS and SAP2000 59 Optimized Modeling and Design of Structures using SAP20000Įxample I General Modeling Techniques 2-D Shear Wall Analysis 5Įxample II Modeling Techniques using Templates Transmission Tower 11Įxample III Truss Modeling Curved Steel Truss Example 17Įxample IV Bridge Analysis Concrete Box Girder Bridge 25Įxample V Advanced Modeling Techniques Eight-story Parking Garage 41Įxample VII Nonlinear Time History Analysis 51 Further information and copies of this documentation may be obtained from:Ĭomputers and Structures, Inc. Unlicensed use of the program or reproduction of the documentation in any form, without prior written authorization from Computers and Structures, Inc., is explicitly prohibited. Worldwide rights of ownership rest with Computers and Structures, Inc. The computer program SAP2000 and all associated documentation are proprietary and copyrighted products. Optimized Modeling and Design of Structures using SAP2000 - 2. O Staged Construction Analysis o Creep and Shrinkage o Large Deformation Analysis o Multiple P-Delta Analysis o Buckling Analysis o Blast Analysis o Nonlinear Link Behavior- Base Isolator and Damper Elements o Bridge Analysis
#CHANGING NAMES OF FRAMES SAP 2000 CODE#
O Object Based Modeling Using Templates o Application of Seismic/Wind Loads- Including IBC 2003 code o Extrusion Options Points/Lines/Areas to Solid Elements o Shell and Solid Internal Meshing o Edge Line Constraints Application o Interactive Database Editing using Microsoft Excel/Access o Importing/ Exporting Options o Open Structure Wind Loads Analysis o Influence Lines and Surfaces o Use of Graphical Section Cuts o Eigenvector and Ritz Analysis o Curved Frame, Cable and Tendon Elements o Tension/Compression Limits o Truss Optimization Modeling o Aluminum Frame Design o Cold Formed Steel Frame Design o Section Designer Module o Transmission Towers o Dynamic Analysis- Time History and Response Spectrum Analysis o Steel/ Concrete Frame Design o Steel and Aluminum Frame Drift Optimization o Post Tensioning Options Optimized Modeling and Design of Structures using SAP2000
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