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Structural Model Input Checklist

This document is a checklist for inputting a structural model of the YAS IB project into ETABS software. It outlines elements to check such as geometry, material properties, element sizes, loads, support conditions, and load combinations. It also lists required checks after running the model such as re-checking the scale factor and checking seismic and wind drift. The purpose is to ensure all necessary model input parameters and checks are completed before and after analyzing the structural model.

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Duy Linh Nguyễn
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134 views1 page

Structural Model Input Checklist

This document is a checklist for inputting a structural model of the YAS IB project into ETABS software. It outlines elements to check such as geometry, material properties, element sizes, loads, support conditions, and load combinations. It also lists required checks after running the model such as re-checking the scale factor and checking seismic and wind drift. The purpose is to ensure all necessary model input parameters and checks are completed before and after analyzing the structural model.

Uploaded by

Duy Linh Nguyễn
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLS, PDF, TXT or read online on Scribd
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STRUCTURAL MODEL - CHECKLIST FOR INPUT

Project name: YAS IB, PLOT-11 Project Number: 5089605

Model prepared by: Date:


Model checked by: Date:
Software used for model (include version): ETABS 15.0.0

Before Runing the model


Correct Incorrect N/A
Geometry
1 Number of floors and floor to floor height c
2 Slab edge/Drop panel dimensions c
3 Units c
4 Columns location
5 Wall Locations
6 Beams location
7 Diaphragms defination and assignment
8 Delete Raft at ground floor

Material Properties
1 Concrete grades c
2 Steel grades c

Element Sizes
1 Slab / Drop panel thickness c
2 Beam sizes & orientation c
3 Column sizes & orientation c
4 Wall sizes & orientation c
5 Wall openings c
6 Coupling beams c

Member Attributes
1 Rigid diaphragms c
2 Member offsets c
3 Member releases c
4 Member orientations c
5 Applied Modifer for all elements (Slab-Columns-Beams-Walls) c

Loads
1 Floor dead loads c
2 Floor live loads c
3 Peripheral line loads c
4 Landscape loads c
5 Wind loads c
6 Seismic loads c
7 Temperature load c
8 Earth/ water Loads on retaining wall

Support Conditions
1 Pinned/Fixed supports c
2 Spring supports c

Load Combinations
1 Ultimate c
2 Serviceability c
3 Orthogonal c

Choice of Analysis
1 Static or dynamic c
2 Scale factor c

After Runing the model

Required Checks
1 Re-check the scale factor. c
2 Seismic Drift Check c
3 Wind Drift Check c

Design
1 Column design load combination
2 Shear wall
3 Beam design
Model integrity check c

Review comments for Tower ETABS model

v 1 October 08

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