Analysis settings that vary depending on the BCP SP 2007 are explained in detail.
Download ideCAD for Seismic Code Design with BCP SP-2007
BCP SP 2007 Options Tab
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Specifications |
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Structural system type per BCP SP-2007
The type of structural system for X and Y direction is selected in accordance with the design of the building. |
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Response modification coefficient per BCP SP-2007 It is the response modification coefficient value. This row is automatically refreshed when the structural system type is chosen. |
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Overstrength factor per BCP SP-2007 It is the strength excess coefficient value. This row is automatically refreshed when the structural system type is chosen. |
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Redundancy factor per BCP SP-2007 It is the redundancy factor value. This row is automatically refreshed when the structural system type is chosen. |
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ELF Ct parameter per BCP SP-2007 It is the ELF Ct parameter. This row is automatically refreshed when the structural system type is chosen. |
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Accidental eccentricity ratio per BCP SP-2007
The eccentricity ratio to be used during the analysis is given as a percentage. |
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Use custom vertical seismic load factor per BCP SP-2007
If checked, the custom vertical seismic load factor which entered in "factor to use (instead of 0.2 SDS)" line is used. |
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Structural system per BCP SP-2007
If the building block consists of only concrete elements, Concrete; if it consists of only steel elements, Steel; Steel + Concrete option is selected if it consists of concrete and steel elements. |
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Building Risk Category per BCP SP-2007
Building risk category value is selected from the list according to the purpose of use of the building. |
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Story drift check per BCP SP-2007
Allowable story drift value is entered. |
Response Spectrum Tab
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Specifications |
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Spectrum curve per BCP SP-2007
The spectrum curve resulting from the settings is shown. |
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Function name The name of the spectrum function. |
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Spectrum multiplier Factor of spectrum function. |
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Soil profile type Soil profile type is selected for the response spectrum. |
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Seismic zone factor Seismic zone factor value is entered for the response spectrum. |
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Seismic source type Seismic source type is selected for the response spectrum. |
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Distance to source [km] Distance to source value is entered for the response spectrum. |
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User defined values If this option is selected, parameters such as Ca, Cv, Na and Nv become active. |
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Ca/Cv Seismic coefficient value is entered for the response spectrum. |
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Na Near source factor use in the detemination of Ca for the response spectrum. |
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Nv Near source factor use in the detemination of Cv for the response spectrum. |
Download ideCAD for Seismic Code Design with BCP SP-2007
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