Description: 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
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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
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