In engineering field, an approrch by simpliff nrodel is commonly applied. Some building like home... more In engineering field, an approrch by simpliff nrodel is commonly applied. Some building like home, building, tower and othcrs can be idealized as Singie Degree of Freedom System (SDOF) rvith the assumption that rcsponse: caused by dynamical load is only taken place in a horizontal movement. To detect the response occurs cause of clynamical load, like displacement , velocity, and acceleration maximum, so tlre response of structure concept can be used. In this case, response structure can be calculated numerically by using Duhamel's Integral. First, the external force put on the system, both on nlass and restrain and then calculating the rcsponse that occurred. The calculation can be repeat for any different parameters. The parameter variation are mass and system stiffiress. The response structure is calculating rvith triangle loading typc for dumping system and un-dumping system. The study results showed that the maximum removal rvill increase at the mass addcd twice and decrease at the reducing load a half, The rentoval is in proportion to nrass of systern and inversely proportion to the stiffiress of systenr.
In engineering field, an approrch by simpliff nrodel is commonly applied. Some building like home... more In engineering field, an approrch by simpliff nrodel is commonly applied. Some building like home, building, tower and othcrs can be idealized as Singie Degree of Freedom System (SDOF) rvith the assumption that rcsponse: caused by dynamical load is only taken place in a horizontal movement. To detect the response occurs cause of clynamical load, like displacement , velocity, and acceleration maximum, so tlre response of structure concept can be used. In this case, response structure can be calculated numerically by using Duhamel's Integral. First, the external force put on the system, both on nlass and restrain and then calculating the rcsponse that occurred. The calculation can be repeat for any different parameters. The parameter variation are mass and system stiffiress. The response structure is calculating rvith triangle loading typc for dumping system and un-dumping system. The study results showed that the maximum removal rvill increase at the mass addcd twice and decrease at the reducing load a half, The rentoval is in proportion to nrass of systern and inversely proportion to the stiffiress of systenr.
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