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anonymous asked:
- On what operating systems is IDARC 2D developed and tested?
- IDARC 2D is currently being developed on PC's running MS Windows NT. However the program can be run on other operating systems by using suitable compilers
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anonymous asked:
- What types of computer hardware is used for the development and testing of IDARC 2D?
- Intel Pentium based processor
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anonymous asked:
- What compilers have you tested, and successfully compiled IDARC 2D?
- Microsoft Fortran Powerstation Compiler version 4.0
DIGITAL Visual Fortran 5.0
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anonymous asked:
- What are the E-mail addresses for IDARC information?
- IDARC@civil.eng.buffalo.edu
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anonymous asked:
- What is the postal address for IDARC information?
- Professor Andrei M. Reinhorn
Department of Civil Engineering
212 Ketter Hall
University at Buffalo
Buffalo, NY 14260-4300
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anonymous asked:
- What is the FAX number that I can get IDARC information?
- You can send a FAX at: (716) 645-3733.
Please mark the FAX:
Attention: Prof. A. M. Reinhorn
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mostafa barghi asked:
- What are the differences between idarc ver4.0 and idarc ver5.0? How do i have to find idac ver5.0 or ver5.5? What are the problems about idarc or park,ang damage index that can be introduce as ph.d tesis?
Thank you for helping.
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stcc asked:
- I wonder if you have IDARC's detailed instruction book and if you could give me one.
Thank you very much!
- Please check the download section. We have recently posted the User's Manual to IDARC 5.5
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Morton Coral Gongora asked:
- Can I model masonry walls with IDARC?
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Chee Leong Lim asked:
- Dear sir,
a. I am trying to compile the IDARC Version 4 source code using DIGITAL Visual Fortran. A bug keeps cropping up which directs me to the last lines of IDDEFN.FOR. What am I doing wrong?
b. How do I know if I am still a member? And does a member need to re-register every now and then?
Chee Leong
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sarafraz asked:
- Can I modeled the interaction between axial force and moment in IDARC5?
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sarafraz asked:
- Can I modeled the stair beam in idarc 5?
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sarafraz asked:
- How do I modeled the steal brace in RC building for strengthening and retrofit?
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mostafa barghi asked:
- I know that the contribution of local damage index on global damage index is based on energy in park and ang model. What is the reasons of this work.and what is the best way to consider local damage in global damage?
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ZHOUDINGSONG asked:
- How can I avoid problem such as "Rotational spring element is not checked" in idarc5.5?
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zds asked:
- I wonder, how can I get IDARC's detailed instruction book?
- Please check the download section. We have recently posted the User's Manual to IDARC 5.5
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ali rezaei asked:
- Is the software, IDARC 5.5 and IDARC 5 that is downloadable in the non member area, full versions and relible or just demo version of software?
- These are full versions of the software. Additional perks, such as personal support and full source are provided to members.
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Leonardo Flores Gonzalez asked:
- How do I use trilinear Park model for reinforced concrete in nonlinear dynamic analysis. As an example, do you have a frame problem.
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Leonardo Flores Gonzalez asked:
- I have some problems when use three parameter park model in nonlineal dynamic analysis the size of steep is 0.000005 and the model don't functionhow will be abble solution this problem
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houshuang asked:
- Can Idarc performe a pushover analysis to a RC structure with friction damper? I do a pushover analysis to case 9-2 by Idarc4.0. And campare it with the same structure with dampers removed. but I found there is no any difference between the tow cases.
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Eng. Muaz Dimashki asked:
- I wonder if you can help me in these two problems:
1. In the input file in SET A7: NODAL WEIGHTS:
How can I calculate these nodal weights and how did you compute them in CASE STUDY # 6?
2. In SET D: COLUMN PROPERTIES for the rectangular column there is the parameter AN that represents Axial Load. What do you mean by this parameter and how can it be computed or evaluated?
Thank you for your cooperation.
Best regards.
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Eng. Muaz Dimashki asked:
- I wonder if you can help me in these two problems:
1. In the input file in SET A7: NODAL WEIGHTS:
How can I calculate these nodal weights and how did you compute them in CASE STUDY # 6?
2. In SET D: COLUMN PROPERTIES for the rectangular column there is the parameter AN that represents Axial Load. What do you mean by this parameter and how can it be computed or evaluated?
Thank you for your cooperation.
Best regards.
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Eng. Muaz Dimashki asked:
- I wonder if you can help me in these two problems:
1. In the input file in SET A7: NODAL WEIGHTS:
How can I calculate these nodal weights and how did you compute them in CASE STUDY # 6?
2. In SET D: COLUMN PROPERTIES for the rectangular column there is the parameter AN that represents Axial Load. What do you mean by this parameter and how can it be computed or evaluated?
Thank you for your cooperation.
Best regards.
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ENG.MOHAMMAD J TEHRANI asked:
- I WONDER IF YOU CAN HELP ME TO HOW CAN MODEL
THE SECTION WITH VARIABEL MOMENT INERTI?
AND I WISH I HAVE AN IDARC BOOK?
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ENG.MOHAMMAD J TEHRANI asked:
- I WONDER IF YOU CAN HELP ME TO HOW CAN MODEL
THE SECTION WITH VARIABEL MOMENT INERTI?
AND I WISH I HAVE AN IDARC BOOK?
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Husain Khalaf Jarallah asked:
- Dear Sir,
It is possibly to sending to me as attachments file accelegram data for 1940 El Centro earthquake was used in the analysis of “Seismic Simulation: Ten –Story Model Structure” in the report under title “IDARC 2D Version 4.0: A Program for the Inelastic Damage Analysis of Buildings” fig. 4.10.
Please sir, if possibly help me.
Regard
Yours Sincerely
Husain Khalaf Jarallah
Research Scholar- Ph.D.
Department of Civil Engineering
Indian Institute Of Technology – Roorkee
Roorkee-247 667
India
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viviana asked:
- Why with PGA bigger than 1.2 applied to an old building, the damage index is so little (i.e. 0.08)
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J.Morsal asked:
- How can I model a masonry (bearing) wall with opening(s)?Thanks in advanced.
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Pablo asked:
- I cannot run the program using a simulated earthquake. I checked the input data and it seems everything is ok, but the program doesn't create the dynamic files I want.
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Jose M. Lockhart asked:
- Is it possible to model a dashpot in IDARC2D?
If yes, How can I do it?
Thanks
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Jose M. Lockhart asked:
- How can I model a precat concrete connection of the "dry" type (precast concrete girder top bars crossing through the column, and the bottom of the precast concrete girder with a steel plate welded to another steel plate anchored to the supporting column corbel)?
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Jose Lockhart asked:
- Technical Report NCEER-96-0010 shows many interesting plots, e.g., force-displacement loops, accelogram timehistory, etc. Are there any plotting capability, other than plotting the frame with the damage index, in IDARC2D5.0?
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amir asked:
- Why in IDARC 5.5 damage index is so little?
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JIELI asked:
- Can IDARC do the pushover analysis of a frame-shear wall structure? and in this case the shear wall use a macro element or a micro element?
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Ayati asked:
- sometimes a run time error occures during time history analysis with this massage:
sqrt domain error
in some cases this error just depend on the level of gravity loads.what's the reason?
I look for your attendance.
Regards
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ayati asked:
- How can I consider shear-moment interaction in the analysis?
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r-deavi asked:
- hello
please send me a free version of IDARC program
only for educational options
best tanks
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Royass Jacubian asked:
- hello please send me a free version of IDARC program only for educational options best tanks
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ashi asked:
- Which version of IDARC can be used for nonlinear dynamic analysis of a 25 story reinforced concrete building with shear walls.
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ashi asked:
- Which version of IDARC is a visual program ?
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Eng.M.Dimashki asked:
- What do you mean by the energy ratio in the results of damage analysis?
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luci asked:
- can we model a steel moment resisting frame by using IDARC?
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H@med asked:
- How can I find the file IDDEFN.FOR ?
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uma asked:
- is there any possibility of giving boundary conditions like hinged support, other than conventional fixed base? if yes,mention the version which supports this facility.
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zfw asked:
- How can I ues the spread plasticity model in IDARC and can you tell me how to write the input data? Thank you very much.
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MANUEL BERRIOS CASTILLO asked:
- I wonder if you can help me in these two problems:
1. In the input file in SET A7: NODAL WEIGHTS: How can I calculate these nodal weights.
2. In SET D: COLUMN PROPERTIES for the rectangular column there is the parameter AN that represents Axial Load.
Thank you for your cooperation.
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MANUEL BERRIOS CASTILLO asked:
- I wonder if you can help me in these two problems: 1. In the input file in SET A7: NODAL WEIGHTS: How can I calculate these nodal weights. 2. In SET D: COLUMN PROPERTIES for the rectangular column there is the parameter AN that represents Axial Load. Thank you for your cooperation.
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Payman Rahmatabadi asked:
- HOW I CAN DOWNLOAD IDARC VER4.0 and IT's USER MANUAL
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Payman Rahmatabadi asked:
- HOW I CAN DOWNLOAD IDARC VER4.0 and IT's USER MANUAL
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ali rahmati asked:
- How can I download idarc ver4.0 and It's user manual
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Lorenzo asked:
- The MCEER-96-0010 report is similar with the latest report which is in download area?
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masood sinafar asked:
- How can I download idarc ver4.0 and It's user manual
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Dagang Lu asked:
- Does the version of the membership have the preprocessor for processing the input files?
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Mehdi Esmaeili asked:
- How i can download user's manual for idarc v.40?
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Munawar Hussain asked:
- How I can download user's manual for idarc v5.5
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veera sivaji asked:
- How can I ues the spread plasticity model in IDARC and can you tell me how to write the input data? Thank you very much.
second one describe spread plasticity.if possible send any material onthat
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Dr. Sameh Mehanny asked:
- 1- Running example (Case5) with TDUR=20.0 as given in the input file distributed with IDARC EXE file only works for 15 seconds and not for the 20 secs specified in the input. Different TDUR values less than 20.0 were tried, only values less than TDUR=15.0 work. Please advise.
2- As written in the manual, we tried to use the LONG-TERM LOADING (STATIC LOADS) module to apply dead and live loads prior to quasi-static cyclic load history but unfortunately it does not work. Is there a trick to be done? Please advise.
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Chris asked:
- I'm a student and i need to download microsoft powerstation 4.0 to do exercises in fortran.DO U KNOW WHERE I CAN DOWNLOAD IT FOR FREE? Does this program run at windows xp?
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latha asked:
- shall u give details about various damage model
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latha asked:
- shall u give details about various damage model
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Omid NA asked:
- is there any Irdac-3d ??? And if it is where can i fIND the program and user manual???
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Omid NA asked:
- is there any Irdac-3d ??? And if it is where can i fIND the program and user manual???
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jeongsim, park asked:
- Can I control boundary conditions?
The model which I want to analysis is + shape.
Similar with Figure A-1 (c).
At the end of the beams, there are hinge boundarys.
But columns, just free ends.
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Prof. Dr S Rajasekaran asked:
- your site is experiencing some difficulty. i am not able to download the IDARC exe and other examples files.
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mohsen ghomi asked:
- how i can dowload idarc ver1 and its manual
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John Carpenter asked:
- How can I model steel section using section dimensions not using the moment(shear) curvature?
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Farahani Farzad asked:
- Which load combination axial load must be asigned to the columns?And is "At" in columns property section, only the half of reinforcement area not all of them?
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Manjuprasad asked:
- The snapshots of frequencies at different time steps obtained using ICDPRNT(5)=1 option of IDARC5.5 for the example problem Case04 remain constant while they are expected to decrease with the onset of inelastic behaviour due to reduction of stiffness on account of cracking. Can somebody explain why it is happening so ? Is it due to the problem in data file or the bug in the program ?
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Manjuprasad asked:
- Further Problem: The snapshots of frequencies at different time steps (0 to 30 Seconds @ 0.005 seconds time step) obtained using ICPRNT(5)=1 option of IDARC5.5 for the example problem Case04 also remain constant while they are expected to decrease with the onset of inelastic behaviour due to reduction of stiffness on account of cracking. Can somebody explain why it is happening so ? Is it due to the problem in data file or the bug in the program ?
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ALI asked:
- HOW CAN I FIND THE FILE IDDEFN.FOR?
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ALI asked:
- i want to analyse a 32 story R.C. BUILDING WITH IDARC4 BUT THERE IS AN ERROR THAT IS PROGRAM LIMITS EXCEEDED . AND I SHOULD CHANGE THIS PARAMETER IN IDDEFN.FOR FILE . I DONT FIND THIS FILE . PLEASE HELP ME.
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marzieh taherzadeh asked:
- how can i get some information about pushover from this program?
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marzieh taherzadeh asked:
- i am an student i want information about pushover could you please help me?
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anonymous asked:
- ask arango
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soham ghosh asked:
- respected sir,
i am a final year civil engineering student in india. i am doing my final year project on siesmic snalysis of frames . i have seen your software listed on the web . actually i am looking for a software on equivalent static analysis of frames.I will be grateful to you if you kindly help me in this matter..
looking forward to hear from you.
yours faithfully,
soham ghosh
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majestic asked:
- for my people, arango vayase vayasefor my people, arango vayase vayasevfor my people, arango vayase vayasefor my people, arango vayase vayasefor my people, arango vayase vayasefor my people, arango vayase vayase
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Yan asked:
- Refering to in-built Park-Ang-Wen Index in ver4.0, a value is assigned to each member shown in the damage analysis results. However, each member there is 2 outputs for its 2 ends (top & bottom for Col and left & right for beam), so how is the program able to combine them and have a single index value for each member? Thanks
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Yan asked:
- What is the value (in bracket) below the Park-Ang-Wen Index for? (in deformed.out file)
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Anant Lal asked:
- I'm a student and i need to download microsoft powerstation 4.0 to do exercises in fortran.DO U KNOW WHERE I CAN DOWNLOAD
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