文件名称:Matlab-Work
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Abutment behavior significantly influences the seismic response of certain bridge structures.Specifically in
the case of short bridges with relatively stiff superstructures typical of highway overpasses,embankment mobilization and
inelastic
the case of short bridges with relatively stiff superstructures typical of highway overpasses,embankment mobilization and
inelastic
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Matlab Work\aosf.asv
...........\aosf.m
...........\displacementextract.m
...........\Elastic.m
...........\elcentro.txt
...........\elementstiffnessmatrix.m
...........\Exp.m
...........\Experimental.m
...........\forceassemble.m
...........\linshi\an_CFRP.txt
...........\......\an_RC.txt
...........\......\aosf.m
...........\......\A_EL.TXT
...........\......\dataplot.m
...........\......\datatrans.m
...........\......\displacementextract.m
...........\......\eadata.acc
...........\......\Elastic.m
...........\......\elcentro.txt
...........\......\elementstiffnessmatrix.m
...........\......\Exp.m
...........\......\Experimental.m
...........\......\FCol1.out
...........\......\FCol2.out
...........\......\forceassemble.m
...........\......\matrixadd.m
...........\......\sin1.txt
...........\......\stiffnessmatrixassemble.m
...........\......\TCPSocket.m
...........\......\TCPSocket.mexw32
...........\......\topdisp1.out
...........\......\topdisp2.out
...........\......\transform.m
...........\......\U_EL.TXT
...........\......\U_Numw7.txt
...........\......\U_Numz7.txt
...........\matrixadd.m
...........\my_fun.m
...........\stiffnessmatrixassemble.m
...........\TCPSocket.m
...........\TCPSocket.mexw32
...........\transform.m
...........\U_0.55.txt
...........\U_2.2.txt
...........\U_4.0.txt
...........\U_N0.55.txt
...........\U_N2.2.txt
...........\U_N4.0.txt
...........\linshi
Matlab Work
...........\aosf.m
...........\displacementextract.m
...........\Elastic.m
...........\elcentro.txt
...........\elementstiffnessmatrix.m
...........\Exp.m
...........\Experimental.m
...........\forceassemble.m
...........\linshi\an_CFRP.txt
...........\......\an_RC.txt
...........\......\aosf.m
...........\......\A_EL.TXT
...........\......\dataplot.m
...........\......\datatrans.m
...........\......\displacementextract.m
...........\......\eadata.acc
...........\......\Elastic.m
...........\......\elcentro.txt
...........\......\elementstiffnessmatrix.m
...........\......\Exp.m
...........\......\Experimental.m
...........\......\FCol1.out
...........\......\FCol2.out
...........\......\forceassemble.m
...........\......\matrixadd.m
...........\......\sin1.txt
...........\......\stiffnessmatrixassemble.m
...........\......\TCPSocket.m
...........\......\TCPSocket.mexw32
...........\......\topdisp1.out
...........\......\topdisp2.out
...........\......\transform.m
...........\......\U_EL.TXT
...........\......\U_Numw7.txt
...........\......\U_Numz7.txt
...........\matrixadd.m
...........\my_fun.m
...........\stiffnessmatrixassemble.m
...........\TCPSocket.m
...........\TCPSocket.mexw32
...........\transform.m
...........\U_0.55.txt
...........\U_2.2.txt
...........\U_4.0.txt
...........\U_N0.55.txt
...........\U_N2.2.txt
...........\U_N4.0.txt
...........\linshi
Matlab Work