Pushover Analysis Using SAP2000

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Engineering Academy

Engineering Academy

Күн бұрын

Пікірлер: 49
@engineeringacademy9812
@engineeringacademy9812 4 жыл бұрын
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@prasanthsekar6059
@prasanthsekar6059 5 жыл бұрын
What is the difference between the use of Ux (acceleration) for pushover case instead of load pattern (Qx), which will be based on the response spectrum (Response spectrum)??
@Day-jo4dt
@Day-jo4dt Ай бұрын
What SAP version you used, brother?
@ioannischristou7319
@ioannischristou7319 4 жыл бұрын
4:08 why U3 is selected ?
@deepdobaria3233
@deepdobaria3233 5 жыл бұрын
While defining hinges you have chosen ASCE in auto hing type how can I get FEMA in auto hinge type ?
@kaushik1936
@kaushik1936 5 жыл бұрын
Same problem I'm facing, brother
@motazfdlalmulagsmallaahmed1281
@motazfdlalmulagsmallaahmed1281 5 жыл бұрын
Thanx so much for useful video. The analysis for pushover case its not comletetede it just was %34 in your video and i have the same poblem when i do pushover analysis. are you have any advaice to solve this problem?
@homeoffootballbettingtips
@homeoffootballbettingtips 5 жыл бұрын
nice video sir.please can you do a video about time history analysis and flat slab design?
@ogisuryadinata3500
@ogisuryadinata3500 5 жыл бұрын
It' that right put 5mm not 50 mm? Sorry i miss understood on that
@johnronel7980
@johnronel7980 5 жыл бұрын
I am confused with interpreting the result of Push Over analysis. Sorry for the basic question, please bear with me. Once you generated all the possible plastic hinging, in terms of engineering, what would happen next? I mean how will I interpret this result to be used in the final design/ assessment? Also, I am finding it difficult to wrap my head around the column developing plastic hinge. Isn't that what seismic code is trying to prevent in stating the strong column weak beam requirements? Would love to hear your thoughts. Btw, thank you for the great video.
@johnronel7980
@johnronel7980 5 жыл бұрын
Thanks for the response. I appreciate it. My question is how will the result of the Push Over Analysis be used in design (PBD) or in the assessment of existing buildings? Also, can you please clarify, "hinge formation is the indication of member failure"? My understanding is that when plastic hinging occurs there is an increase of rotation/displacement without an increase in force. Not necessarily failure because there is a potential stress redistribution. Failure will occur once a hinged member no longer has the means to redistribute the force since other members have exhausted its plastic capacity. I would appreciate clarification on this.
@johnronel7980
@johnronel7980 5 жыл бұрын
@@engineeringacademy9812 Thank you! Looking forward to it. You're doing the young engineering community a great favour. Keep it up!
@gayarsandeep201
@gayarsandeep201 5 жыл бұрын
Q1.Sir why did you place one hinge only at the ground story column at top ?
@hossamsaber860
@hossamsaber860 2 жыл бұрын
first, thank you for this video & can you give us the references from where you get this
@atikolbasz6
@atikolbasz6 5 жыл бұрын
How can I identify a certain hinge from the model? I want to display simply the label of the hinge, so I can identify the hinge in the table.
@raymondhaeryono8426
@raymondhaeryono8426 4 жыл бұрын
Can we perform pushover analysis for underground structure by SAP2000? So the push load is added by horizontal soil pressure, ground water pressure etc. but no increment on these force? Thanks
@shekharshrestha3892
@shekharshrestha3892 4 жыл бұрын
What about the warnings that came for P-MM interaction surface isnot convex? What does that mean?
@hemilcivil3909
@hemilcivil3909 4 жыл бұрын
I think change size of columns..
@zinzintun8458
@zinzintun8458 4 жыл бұрын
Why your pushover curve did not show up to the yielding?
@Goodmorning-class
@Goodmorning-class 4 жыл бұрын
what about the performance point?
@drashwinilk778
@drashwinilk778 4 жыл бұрын
Sir, Why hinges are formed only at joints ?? How do I know hinges are formed in beams or columns??
@Goodmorning-class
@Goodmorning-class 4 жыл бұрын
hello... just one question.. After the pushover analysis, can we count the number of plastic hinges formed?
@engineeringacademy9812
@engineeringacademy9812 4 жыл бұрын
Yeah..but manually.
@heldermaranhao4006
@heldermaranhao4006 5 жыл бұрын
Dear Sir. First of all thank you for your video. Can I ask why do you not consider the hinges at the base of the columns? Thank you
@engineeringacademy9812
@engineeringacademy9812 5 жыл бұрын
Normally we assume that there is no hinge formation at the base column. You can make hinges there as well.
@amrmasoud5580
@amrmasoud5580 5 жыл бұрын
Please tell me, how to do multi- mode push over by sap 2000? thanks
@homeoffootballbettingtips
@homeoffootballbettingtips 5 жыл бұрын
please sir can you explain in details the push over curve
@engineeringacademy9812
@engineeringacademy9812 4 жыл бұрын
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@hemilcivil3909
@hemilcivil3909 4 жыл бұрын
Sir while I m doing nlsa on 3 storey 3 d building(20m x10m) it takes too much time....and lots of null steps generated...so how to resolve it?? please reply... I have corei5 9 th Gen, 240 gb Sdd hdd, 16 gb ddr 4 ram.. system.
@engineeringacademy9812
@engineeringacademy9812 4 жыл бұрын
There might be problem in modelling. Please check your model.
@hemilcivil3909
@hemilcivil3909 4 жыл бұрын
Sir model checked...it is ok... What would be other issues for lots of null steps generated???
@TheRegish
@TheRegish 4 жыл бұрын
Sir how to calculate SF for response spectra for FEMA 440 EL
@atikolbasz6
@atikolbasz6 5 жыл бұрын
Extremely useful tutorial! Thank you!
@kaviyabs5110
@kaviyabs5110 3 жыл бұрын
Thank u soo much sir 😀
@ranjankarki3689
@ranjankarki3689 5 жыл бұрын
Best classs ever on you tube
@sharikar4625
@sharikar4625 5 жыл бұрын
the video was really informative
@heartsoul4387
@heartsoul4387 4 жыл бұрын
Hello sir i have problem in push over analysis plz reply me its urgent i have persentation tomorrow
@engineeringacademy9812
@engineeringacademy9812 4 жыл бұрын
What is the problem?
@nitinsharma228
@nitinsharma228 4 жыл бұрын
Sir do we check result on the basis of intensity like zone 1 zone2 for earthquake after analysis of pushover ?? In results
@amrmasoud5580
@amrmasoud5580 5 жыл бұрын
very good
@prastioprojects
@prastioprojects 5 жыл бұрын
thank you
@sakibayub6087
@sakibayub6087 Жыл бұрын
Hi
@georgentounis7774
@georgentounis7774 Жыл бұрын
wrong approach on the gravity. what's the use defining U3 monitored displacement when you apply a full load? also you don't need multiple states. only final state..... then in the push load you want monitored displacement correct but then you click on conjugate displacement. decide which of two..... study before you upload videos.
@apkflix1278
@apkflix1278 4 жыл бұрын
wrong
@mzafaribrahim1597
@mzafaribrahim1597 3 жыл бұрын
Why it is wrong ?
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