Lumped mass model in sap 2000 software

A lumped mass modelling strategy was adopted, in which masses were. Classes will be arranged as per students requirements. Apr 07, 20 this feature is not available right now. Learn sap2000 and etabs using realworld civil engineering projects. The many available software tools should therefore be evaluated and well understood, in order to be easily and soundly. The mass contributed by the frame element is lumped at the joints i and j. This video describes how to calculate seismic weight lumped mass of a building details language english duration 27 mins format.

Spra tool can be used for the development of processes and programs that. Extracting the exact response of a structure using the sap2000 analyzer requires the precise modeling of structure members, otherwise the softwares response reliability could not be enumerated. Sap 2000 and etabs training course on realworld civil. Using sap2000 software package in earthquake engineering part. Report pacific earthquake engineering research center. Responsespectrum uncoupled analyses for seismic assessment. The software creates an empty model in memory and displays it in a new model editor window. Sap a structural analysis program for linear systems. A simplified model or a full system model has been used. Additional information is available in the csi analysis reference manual. Sap 2000 is an integrated software for structural analysis and design. Results the present analytical study carried out comprises primarily of static and dynamic analysis of cantilever retaining wall by classical method conjugate beam method and the method of responsespectrum presented in is1893. I want to model the moving mass not vehicle in sap 2000, can anyone help me. The first involves the support structure only, with the rotornacelle assembly rna modelled as a lumped mass at the tower top 7,8.

Sap 2000 is exclusively made for modelling, analysis and design of buildings. Soil type lumped mass model two mass model zoneiii zonev zoneiii zonev soft soil 961. Modal mass coefficient and modal participation factor in sap2000. Furthermore, theres likely quite a few different ways of solving this problem. Sap model of cantilever retaining wall embedded in soil 4. Jun 21, 2017 this video describes how to calculate seismic weight lumped mass of a building. After analysis is run, check joint mass by selecting display show tables analysis results joint output. Create a new simulink model using the blank model template. How can one model the moving mass in sap 2000 on the bridge. Bridge components that require special modeling considerations and nonlinear. Modal analysis faq technical knowledge base computers and. The lumpedelement model simplifies the description of the behaviour of spatially distributed physical systems into a topology consisting of discrete entities that approximate the behaviour of the distributed system under certain assumptions.

Six different threedimensional models were built with these software applications, and the accuracy evaluation was performed using nonlinear static and dynamic analyses. Results from ansys for forced vibrations are more accurate that results from approximate method of sap 2000. Feb 18, 2015 in my opinion, a lumped mass model will not be an appropriate idealization for a nuclear containment shell. Learn about the sap2000 structural analysis and design program.

Liquidfilled tanks are effective storage infrastructure for water, oil, and liquefied natural gas lng. Calculate seismic weight lumped mass of a building. Introduction part 1 sap structural analysis tutorial pdf sap 2000 tutorial session notes. Because of its distributed mass and elasticity it will be very difficult to manually workout stiffness of the dome. In chapter 3 it is elaborately described how seismic analysis of a structure is done using equivalent. The system model used in this test is a single degree of freedom model that has mass and fundamental modal frequency and damping ratio. A continuousdiscrete approach for evaluation of natural. Forced vibrations, multistory building, shear model, ansys, sap introduction building structural has numerous degrees of freedom due to their connection. Input data foundation foundation material properties concrete grade m. Dovey department of civil engineering, university of california, berkeley, california 94 720, usa received 22 january 1973 the current version of the computer program sap for the static and dynamic analysis of. C frame building it office, almora in sap 2000 v14 described and also 2d and 3d frame elements and lumped mass model are elaborately mentioned. Because cables are tensiononly, the model is nonlinear, though modal.

Dec 10, 2014 sap2000 is conventionally used to analyze the structures model through finite elements and lumped mass modeling. Sap2000 is conventionally used to analyze the structures model through finite elements and lumped mass modeling. Some articles talks about fiber model but it is also hinge works as lumped model. How should one model a structural model with both line. Converting the sales middleman function from commissionaire. Sap2000 is a structural analysis and design software which uses finite element method. Torsional effect on multistoreyerd buildings with water.

Mass technical knowledge base computers and structures. Structural software for analysis and design sap2000. In my opinion, a lumped mass model will not be an appropriate idealization for a nuclear containment shell. Sap 2000 and etabs training course is designed for beginners and fresh graduates in peshawar pakistan.

The sap name has been synonymous with stateoftheart analytical methods since its introduction over 30 years ago. How can one model the moving mass in sap 2000 on the bridge or beam. Risa 3d shall be the same as sap2000 and staad pro. Please visit the technical knowledge base for documentation on topics common to all csi software. The units should be consistent with the units specifed for youe analysis. General topics sap2000 csibridge etabs safe perform3d csicol.

How to create a lumped mass model for a structure quora. New model new model initializatio initialize model from defaults with units initialize model from an existing file select templat grid only project informatio modifysh01,v 2d trusses 3d trusses 2d frames staircases storage structures 3d frames flat slab underground solid models pipes and concrete sap2000 vi 5. Comparison of different computer programs to predict the seismic. Sap2000 is a registered trademark of computers and structures, inc. Calculating free and forced vibrations of multistory shear. Dynamic analysis of multidegreeoffreedom systems using a. An overview of the tunedmass damper and guidelines for modeling the device. Dynamic analysis of multidegreeoffreedom systems using a poleresidue method kevin a. Etabs for structural design of residential buildings 4. This work aims to model only the flexural behaviour of structural frames, meaning that no shear failures affect the nonlinear response of the case study. Using sap2000 software package in earthquake engineering.

Sap2000 follows in the same tradition featuring a very sophisticated, intuitive and versatile user interface powered by an unmatched analysis engine and design tools for engineers working on transportation, industrial, public works, sports, and other facilities. Basic and advanced systems, ranging from 2d to 3d, of simple geometry to complex, may be modeled, analyzed, designed, and optimized using a practical and intuitive objectbased modeling environment that simplifies and streamlines the engineering process. Jan 12, 2017 the objective is to bring commissionaire arrangements within the framework of dependent agency pe. Lets consider an example of a loudspeaker driver system comprised of a mass springdamper system, where the diaphragm and voice coil form the mass, spider, and surround as shown in the loudspeaker driver diagram below constitutes to the spring element. Therefore, very frequently base isolation technology has to be adopted to reduce the dynamic distress of storage tanks, preventing the structure from typical modes of failure, such as elephantfoot buckling, diamond. These generic structural software have more flexibility in dynamic analysis using fem model, not limited to a single lumped mass model which is the only choice in dyna6, but the fem model boundary condition soil damping c and stiffness k has to rely on dyna 6s output or manual calculation. Sap2000 and two lumped plasticity models were adopted. Elevated water tanks tank staging fluidstructure interaction seismic analysis. Csi etabs 11 modal analysis case eigen or ritz vectors for fundamental time periodfrequency duration. Frame element and brick element models were constructed to study the effect of rigid links distribution and element type on the mass foundation pedestal responses and elastically suspended turbine generator subjected to dynamic. I found that this only occur if i run model analysis in 3 dimension structure. Calculation of vehiclelumped model parameters considering. Mass is uncoupled between different joints, and between dof at a joint location. Structure foundation is modeled as 3d solid elements with a thickness of 9ft in sap2000.

Pdf 38226024 etabs examples manual abdul raheem raheem. Sap2000 is generalpurpose civilengineering software ideal for the analysis and design of any type of structural system. Dynamic analysis of turbo generator founadtion using sap 2000. Jun 01, 2016 analysis by using software analysis of the frame has been done by using sap 2000.

Im familiar with larsa so my notes below are specific to that software package, but sap, risa, midas, lusas, abaqus, etc. Can we use sap 2000 ultimate software for nonlinear time history analysis of rcc frame equipped with viscous. In contrast to these lumped modeling examples, the vibrating string is most efficiently modeled as a sampled distributedparameter system, as discussed in chapter 6, although lumped models of strings using, e. Mathematically speaking, the simplification reduces the state space of the system to a finite dimension, and the partial differential equations of the continuou. Sdof structural models and represent seismic ground motion. Timings will be decided as per students availability. This manual describes the basic and most commonly used modeling and analysis features.

Elevated water tank,response spectrum analysis, sap 2000, two mass model. For this purpose, click onassign, joint, and masses to get the following screen. Lumped mass stick models lmsms have been commonly used in the. A linear, two degree of freedom 2dof, lumped mass model of a baseisolated building is used as the test bed for this study. It is useful in electrical systems, mechanical multibody systems, heat transfer, acoustics, etc. The accuracy of the methods is finalized by comparing the analysis results with a building analysed using time history method. Aug 10, 2016 the framed tube systems structure is modeled as cantilever beam with mass of each storey being lumped at that floors position fig. Once a commercial and taxefficient structure is determined one that addresses both historical and potential risk it is time to take the theory behind the structure into the realm of practice.

Mass units are given as wg, and mass momentofinertia units are given as wl 2 g, where w is weight, l is length, and g is gravity. Dynamic foundation analysis programs structural engineering. Study on mass lumping methods of framed structures ijert. Sap2000, being their performance evaluated by means of nonlinear static results n2. Modeling considerations in seismic assessment of rc bridges using. Studies have investigated the seismic response of offshore hawts mounted on monopiles 7,8 or support structures including a jacket or a tripod. Seismic vulnerability assessment of liquid storage tanks. Department of civil and environmental engineering california. Basic and advanced systems, ranging from 2d to 3d, of simple geometry to complex, may be.

522 601 245 355 1214 869 83 929 341 130 1020 189 1240 621 29 1375 448 1340 48 959 830 1258 45 17 781 480 55