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| Original file line number | Diff line number | Diff line change |
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| # Dockerfile to build OpenSees | ||
| # .. utilizes ubuntu:20.04 LTS as base | ||
| # .. it will build sequential version and place in /usr/local/bin | ||
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| # written: fmk | ||
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| FROM ubuntu:20.04 | ||
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| SHELL ["/bin/bash", "-c"] | ||
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| WORKDIR /opensees | ||
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| ARG versionOpenSees=v3.6.0 | ||
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| RUN cp /etc/apt/sources.list /etc/apt/sources.list~ \ | ||
| && sed -Ei 's/^# deb-src /deb-src /' /etc/apt/sources.list \ | ||
| && apt-get update \ | ||
| && DEBIAN_FRONTEND=noninteractive TZ=Etc/UTC apt-get -y install tzdata git \ | ||
| && apt-get install -y sudo \ | ||
| && sudo apt install -y cmake gcc g++ gfortran liblapack-dev git python3-pip \ | ||
| && pip3 install conan==1.60.1 \ | ||
| && git clone --depth 1 --branch hdf5-1_12_2 https://github.com/HDFGroup/hdf5.git \ | ||
| && cd hdf5 \ | ||
| && ./configure --prefix=/usr/local/hdf5 \ | ||
| && make \ | ||
| && cd .. \ | ||
| && git clone -b $versionOpenSees --single-branch https://github.com/OpenSees/OpenSees.git \ | ||
| && cd OpenSees \ | ||
| && mkdir build \ | ||
| && cd build \ | ||
| && conan install .. --build missing \ | ||
| && cmake .. \ | ||
| && cmake --build . --config Release \ | ||
| && cmake --install . \ | ||
| && cp -r ./lib/tcl8.6 /usr/local/lib \ | ||
| && cd ../.. \ | ||
| && rm -fr OpenSees \ | ||
| && rm -fr hdf5 | ||
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| Original file line number | Diff line number | Diff line change |
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| @@ -0,0 +1,98 @@ | ||
| # ------------------------------ | ||
| # Start of model generation | ||
| # ------------------------------ | ||
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| # Remove existing model | ||
| wipe | ||
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| # Create ModelBuilder | ||
| model BasicBuilder -ndm 1 -ndf 1 | ||
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| # Create nodes | ||
| # ------------ | ||
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| # Create nodes & add to Domain | ||
| node 1 0.0 | ||
| node 2 0.0 | ||
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| # Set the boundary conditions - command: fix nodeID xResrnt? | ||
| fix 1 1 | ||
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| # Define materials for truss elements | ||
| # ----------------------------------- | ||
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| # Create Elastic material prototype | ||
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| set Fy 200.0 | ||
| set E 1000000.0 | ||
| set fTravel 0.004 | ||
| set fTravelInitial 0 | ||
| set RatType 2 | ||
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| #set b -0.1 | ||
| #uniaxialMaterial Steel01 1 $Fy $E $b | ||
| #uniaxialMaterial ElasticPPGap 1 $E $Fy 0.002 0 damage | ||
| #uniaxialMaterial GNG 1 $E $Fy $toothSize 0 | ||
| uniaxialMaterial Ratchet 1 $E $fTravel $fTravelInitial $RatType | ||
| uniaxialMaterial Elastic 2 1 | ||
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| # Define elements | ||
| # --------------- | ||
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| # Create element | ||
| element zeroLength 1 1 2 -mat 1 -dir 1 | ||
| element zeroLength 2 1 2 -mat 2 -dir 1 | ||
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| # Define loads | ||
| # ------------ | ||
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| set P 300.0 | ||
| #create a Linear TimeSeries (load factor varies linearly with time): command timeSeries Linear $tag | ||
| timeSeries Linear 1 | ||
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| # Create a Plain load pattern with a linear TimeSeries: command pattern Plain $tag $timeSeriesTag { $loads } | ||
| pattern Plain 1 1 { | ||
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| # Create the nodal load - command: load nodeID xForce | ||
| load 2 $P | ||
| } | ||
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| # ------------------------------ | ||
| # Start of analysis generation | ||
| # ------------------------------ | ||
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| constraints Transformation | ||
| numberer RCM | ||
| test NormDispIncr 1.0e-6 6 0 | ||
| algorithm ModifiedNewton | ||
| system BandGeneral | ||
| integrator DisplacementControl 2 1 0.001 | ||
| analysis Static | ||
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| # create a Recorder object for the nodal displacements at node 2 | ||
| recorder Node -file RatchetTestOutput.out -time -node 2 -dof 1 disp | ||
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| #foreach numIter {10 20 10 20} dU {0.001 -0.001 0.001 -0.001} { | ||
| #integrator DisplacementControl 2 1 $dU | ||
| #analyze $numIter | ||
| #set factor [getTime] | ||
| #puts "[expr $factor*$P] [lindex [nodeDisp 2] 0]" | ||
| #} | ||
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| #foreach numIter {10 20 10 10 5 10} dU {0.001 -0.001 0.001 0.001 -0.001 0.001} { | ||
| #integrator DisplacementControl 2 1 $dU | ||
| #analyze $numIter | ||
| #set factor [getTime] | ||
| #puts "[expr $factor*$P] [lindex [nodeDisp 2] 0]" | ||
| #} | ||
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| foreach numIter {10 20 10 20 10 20 10} dU {0.001 -0.001 0.001 -0.001 0.001 -0.001 0.001} { | ||
| integrator DisplacementControl 2 1 $dU | ||
| analyze $numIter | ||
| set factor [getTime] | ||
| puts "[expr $factor*$P] [lindex [nodeDisp 2] 0]" | ||
| } | ||
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| print node 2 | ||
| print ele |
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