frame3d.caltech.edu

FRAME3D: Software for 3-D Nonlinear Dynamic Structural Analysis

For free online access to FRAME3D. MOVIE OF A WATER TANK COLLAPSING UNDER THE 1995 KOBE TAKATORI NEAR-SOURCE RECORD SCALED DOWN BY A FACTOR OF 0.32. ANALYSIS WAS DONE USING FRAME3D. You can view many more animations of structural response under earthquakes here. The first version of the program was developed by Dr. Swaminathan Krishnan. Assistant Professor of Structural Engineering and Geophysics) during his Ph.D. research under the guidance of Dr. John F. Hall.

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FRAME3D: Software for 3-D Nonlinear Dynamic Structural Analysis | frame3d.caltech.edu Reviews

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For free online access to FRAME3D. MOVIE OF A WATER TANK COLLAPSING UNDER THE 1995 KOBE TAKATORI NEAR-SOURCE RECORD SCALED DOWN BY A FACTOR OF 0.32. ANALYSIS WAS DONE USING FRAME3D. You can view many more animations of structural response under earthquakes here. The first version of the program was developed by Dr. Swaminathan Krishnan. Assistant Professor of Structural Engineering and Geophysics) during his Ph.D. research under the guidance of Dr. John F. Hall.

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3 building database

4 groundmotion database

5 animations

6 references

7 and here

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FRAME3D: Software for 3-D Nonlinear Dynamic Structural Analysis | frame3d.caltech.edu Reviews

https://frame3d.caltech.edu

For free online access to FRAME3D. MOVIE OF A WATER TANK COLLAPSING UNDER THE 1995 KOBE TAKATORI NEAR-SOURCE RECORD SCALED DOWN BY A FACTOR OF 0.32. ANALYSIS WAS DONE USING FRAME3D. You can view many more animations of structural response under earthquakes here. The first version of the program was developed by Dr. Swaminathan Krishnan. Assistant Professor of Structural Engineering and Geophysics) during his Ph.D. research under the guidance of Dr. John F. Hall.

INTERNAL PAGES

frame3d.caltech.edu

1

FRAME3D - Building Database

http://www.frame3d.caltech.edu/bldgdb.html

STEEL BUILDINGS (for complete list visit http:/ virtualshaker.caltech.edu. 1) 19-Story Dumbbell-Shaped Residential Tower (Design Code: UBC 1997). 2) 19-Story L-Shaped Office Tower (Design Code: UBC 1997). A) Building 2: Wind drift limit of 0.0025 imposed. B) Building 2A: No limit imposed on wind drift. 3) 19-Story Rectangular Office Tower with Torsional Eccentricity (Design Code: UBC 1997). A) Building 3: Wind drift limit of 0.0025 imposed. B) Building 3A: No limit imposed on wind drift.

2

FRAME3D - Ground Motion Database

http://www.frame3d.caltech.edu/gmdb.html

Some strong ground motion records that have been used to analyze buildings in the building database using FRAME3D program (for complete list visit http:/ virtualshaker.caltech.edu. 1) 1994 Northridge earthquake, Sylmar record. 2) 1978 Iran earthquake, Tabas record. 3) 1995 Kobe earthquake, Takatori record.

3

FRAME3D - User Guide

http://www.frame3d.caltech.edu/ug.html

The user guide to program FRAME3D is available online. Please follow the following link:. Krishnan, S., 2009. " FRAME3D V2.0 - A Program for the Three-Dimensional Nonlinear Time-History Analysis of Steel Buildings: User Guide. Technical Report - CaltechEERL:EERL-2009-04, California Institute of Technology, Pasadena, California, 2009. [PDF]. Theoretical details of the structural elements in the program can be found in the following documents:. Krishnan, S. " The Modified Elastofiber Element for Steel ...

4

FRAME3D - Building Animations

http://www.frame3d.caltech.edu/anim.html

STEEL BUILDINGS (visit the Movies. Building 1: 19-Story Dumbbell-Shaped Residential Tower. A) 1994 Northridge earthquake, Sylmar record, Strong component in building X direction Play Movie. B) 1994 Northridge earthquake, Sylmar record, Strong component in building Y direction Play Movie. C) 1978 Iran earthquake, Tabas record, Strong component in building X direction Play Movie. D) 1978 Iran earthquake, Tabas record, Strong component in building Y direction Play Movie. E) 1995 Kobe earthquake, Takatori re...

5

FRAME3D - Element Library

http://www.frame3d.caltech.edu/elmlib.html

The element library of FRAME3D currently consists of two distinct types of beam elements, the plastic hinge and the elastofiber types, a 3-D panel zone element to model joints in steel structures, an diaphragm element to model floor slabs, and elastic springs to model foundations and compute reactions. To see the element arrangement in a FRAME3D model, click here. 1) 3-D plastic hinge element. With bilinear moment-rotation relation. 2) 3-D elastofiber element. 3) 3-D modified elastofiber element.

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krishnan.caltech.edu

Computational Structural Mechanics // California Institute of Technology

http://krishnan.caltech.edu/software.html

FRAME3D is a program for the three-dimensional nonlinear analysis of steel buildings. It aims to overcome the computational challenges posed by full 3D analysis of buildings. P-FRAME3D is the parallel version of FRAME3D currently under development. Upon completion, P-FRAME3D can be executed on a parallel computer cluster to solve complex structural engineering problems such as the strong shaking of a super-highrise building or a long-span cable-supported bridge under a large earthquake occurring on a.

krishnan.caltech.edu

Computational Structural Mechanics // California Institute of Technology

http://krishnan.caltech.edu/links.html

The Caltech Seismological Laboratory. Caltech Division of Engineering and Applied Science (EAS). Caltech Division of Geological and Planetary Science (GPS). The Caltech Virtual Shaker. Seismic shaking of engineered structures in a virtual environment. Caltech's Near Real Time Simulation of Southern California Seismic Events Portal. Software for 3-D Nonlinear Dynamic Structural Analysis. Southern California Earthquake Center (SCEC). US Geological Survey Earthquake Hazards Program (USGS).

krishnan.caltech.edu

Swaminathan Krishnan: Research

http://krishnan.caltech.edu/krishnan/res.html

EARTHQUAKE ENGG. SIMULATION GROUP. Earthquake Damage Mitigation Strategies Informed by Rupture-to-Rafters Simulations. 3-D Modeling of Precariously Balanced Rocks. Quantifying the Risk Posed to Tall Steel Frame Buildings in Southern California from Earthquakes on the San Andreas Fault. 9 On the Elastic and Inelastic, Critical and Post-Buckling Behavior of Slender Columns and Braces. 8 On the Mechanism of Collapse of Tall Steel Moment Frame Buildings. 6 The Caltech Virtual Shaker. 4 PFRAME3D and FRAME3D.

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frame3d.caltech.edu

FRAME3D: Software for 3-D Nonlinear Dynamic Structural Analysis

For free online access to FRAME3D. MOVIE OF A WATER TANK COLLAPSING UNDER THE 1995 KOBE TAKATORI NEAR-SOURCE RECORD SCALED DOWN BY A FACTOR OF 0.32. ANALYSIS WAS DONE USING FRAME3D. You can view many more animations of structural response under earthquakes here. The first version of the program was developed by Dr. Swaminathan Krishnan. Assistant Professor of Structural Engineering and Geophysics) during his Ph.D. research under the guidance of Dr. John F. Hall.

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