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

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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