Midas Gen vs Staadpro
Current time: 10-25-2021, 06:23 AM
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Author: ASEC
Last Post: ASEC
Replies 6
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Midas Gen vs Staadpro
Midas Gen and Staadpro features comparison

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[-] The following 13 users say Thank You to ASEC for this post:
  • joker™, PinkPant, learner20, Dell_Brett, versiondemo, oanm2000, elestructural, malee, subin91, titko, KhaLed-S.E, vinnunsam, mahfuzbangla
In addition to the above, wind load can be generated as per IS code 875
[-] The following 1 user says Thank You to learner20 for this post:
  • titko
If you go into details there are much more that Midas Gen can do that staadpro or even SAP or Etabs cannot do.
[-] The following 1 user says Thank You to ASEC for this post:
  • learner20
Most people are not just familiar with midas products and their ability due to software protection. Yes I agree with ASEC. Their website and preview videos highlight very strong modelling, analysis and design strength. The interface alone is very comfortable to work with. I foresee a shift from CSI products to midas products,...a good challenge for csi to work and improve the software's gui.
Civil Engineering.....restructuring the world
[-] The following 2 users say Thank You to Williams for this post:
  • malee, oanm2000
I have ever come to seminar about midas in 2009, in Indonesia we are using ETABS/SAP or PERFORM 3D for design and check performance of high-rise buildings. When midas gen compared to CSI product, the main problem that have been discussed in that seminar are midas gen did not provide option to modelling nonlinear shear wall like CSI products with nonlinear layered shell or fiber model. I think for nonlinear analysis, CSI is still the best software.

In my country, Staad are used for industrial building only.
[-] The following 2 users say Thank You to RyanRS for this post:
  • concreteok, oanm2000
In the old version of midas gen walls in nonlinear inelastic analysis is considered as column element but you have an option to use fiber model but that limitation has already been addressed in the new releases you can now assign inelastic hinge properties to structural walls.

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[-] The following 3 users say Thank You to ASEC for this post:
  • Williams, joker™, RyanRS
Performance Based Design Case Study

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[-] The following 8 users say Thank You to ASEC for this post:
  • oanm2000, joker™, versiondemo, Veggeta, malee, cace-01, PinkPant, bhuiyan

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