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  • Users: peppiniello
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  1. peppiniello

    hinge unloading

    arigato, i think that if Fext=0 , it must be Fint=0 wich means that internal forces are self-equilibrated, and not identically zero in your case there must be some "trapped" balanced internal force, which is normal if you have residual displacements. I think of a mass connected to a spring and...
  2. peppiniello

    hinge unloading

    Are you sure you can use a Hinge during a NL TH analysis? A Hinge is something you use for Pushover analysis, which implies monothonically increasing effects If you want to keep using a TH analysis you must define a hinge as a Nonlinear Link Moment-Curvature element check it on the manual...
  3. peppiniello

    SAP2000 non-classical viscous damping

    dear all a question about viscous damping in SAP2000 doing a time history analysis, can I take into account cross-coupling terms between modes due to non proportional (non-classical) damping ? I know SAP2000 accounts for NL coupling, but I don't want to model a hysteretic link, i have a story...
  4. peppiniello

    Engineers only push a button

    if you add reinforcement when you're afraid your section won't be have enough resistance, you lose control of ductility
  5. peppiniello

    Engineers only push a button

    hi to all, only a question about current structural and seismic engineering practice worldwide in my Country, engineers usually design R/C structures using software that, once you've set geometry and material properties, make structural check and give you directly design drawings in this way...
  6. peppiniello

    FRICTION COEFFICIENT for base isolation

    hi to all, can anyone tell me if american seismic codes or standards limit the maximum coefficient of friction in sliding devices employed for base isolation? the NEHERP guidelines for buildings FEMA 273-274, 302-303 do not seem to limit the coeff. of friction, neither they prescribe any...
  7. peppiniello

    SAP2000 v.9 & ATC-40 ADRS SPECTRUM (pushover)

    hi users, i've done a pushover analysis using the last 9.0.1 EDUCATIONAL version of sap2000 what happens is: when i plot the capacity curve in the ADRS format, no demand spectrum appear there's just my capacity spectrum (pushover curve) and the radial period lines, but no response spectra...
  8. peppiniello

    2DOF spring-mass free vibrations

    thanks qshake, that's what i am doing actually, i am using a worksheet (mathcad) for calculating free vibrations of a 2dof system, and since i don't like my results i would check something else greg thanks for the link...
  9. peppiniello

    2DOF spring-mass free vibrations

    hi to all i am looking for a simple program that makes linear dynamic analysis of spring-mass systems with 2DOF or more, under free vibrations any suggestion?
  10. peppiniello

    MACRO & FORMULAS language conversion

    hi to all, i have some excel sheets with formulas and macros written in italian under a version for windows if i open these files using an apple excel version on my MAC, the program do not recognize formulas and code lines written in italian let's say the function 'sum' in english corresponds...
  11. peppiniello

    excel FFT amplitude normalisation

    Hi to all who can tell me the normalisation criterium Excel uses calculating the Fast Fourier Transform FFT(Sn), where Sn is a discrete signal? What i do to obtain the FFT amplitude is the usual evaluation of the complex modulus of the FFT complex array what i find is: the original signal...
  12. peppiniello

    MACRO : Excel -> Word copy and paste CHARTS

    Thanks a lot jproj! it solves almost entirely my problem it works perfectly when the charts are created in a progressive way (Chart1, Chart2,...Chartn) but sometimes it gives troubles when (as in my case) there's a previous MacroPrev that brings all the charts to Sheet1, and the charts are...
  13. peppiniello

    MACRO : Excel -> Word copy and paste CHARTS

    ...can't wait to try it!! thanks
  14. peppiniello

    MACRO : Excel -> Word copy and paste CHARTS

    Hi to all, gimme a hand please! I need to print a huge number of excel charts and add them on a paper, which may be done with MSWord is there any mean to create a macro that copies an array of charts from excel and paste them on a wordsheet in a printable and orderly fashion? thanks in...
  15. peppiniello

    SYMBOL editor for structural drawings

    hi to all i am looking for something that helps to draw symbols on a Word sheet i need to draw restraints, springs, deformed shapes and all the usual symbols of structural mechanics ain't anything working with MS Word (macro, components or whatever)? thanks ;-)
  16. peppiniello

    SHAKING TABLE FEEDBACK

    Shaking table problem i am investigating to which extent the feedback from the superstructure can influence the table motion does anybody know some references thanks
  17. peppiniello

    SAP2000 NL time history OUTPUT

    thanks! was just too blind to see that little 'File' menu
  18. peppiniello

    SAP2000

    ernestobarrera, you mean i'll not be able to make sap2000 open a file by giving a vba instruction? Sap can be easily opened in this way: Dim MyAppID, ReturnValue MyAppID = Shell("C:\SAP2000N\Sap2000.exe", 1) AppActivate MyAppID but, of course, i'd need the program to open a...
  19. peppiniello

    SAP2000 nl time history TRACES - output??

    i am using a sap2000 7.12 nonlinear, i would like to know how to export the time history results the help message says: "Print Time History or Response Spectrum Plots or Tables To print the Plots display do the following: · From the Print menu, choose 'Print Graphics'. To print the...
  20. peppiniello

    SHEAR FRP beam reinforcement

    hithere, any suggestions on how to design reinforcement with FRP i have: r/c 25x50 cm emerging beam, the slab thickness is 20cm no rotations are allowed at both endings span loading 3 t/m beam lenght 6m the existing reinforcement is only 50% than required thanks

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