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Showing results for tags 'rsm' or 'response spectrum'.
Found 16 results
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Assalam O Alykum I am having confusion by applying scale factor in E-tabs program in response spectrum mode after performing 2 different checks Check number-1 1. After getting more than 90% of mass participation factor along Ux , Uy direction and get the displacement value for exampl...
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First of all my apologies, if my question seems stupid because of my unfamiliarity with the topic. When defining response spectrum load case in ETABS, we have three directions; u1, u2 and u3. Lets assume the excitation angle = 0 and building principle direction is u1 So I will apply response spec...
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Hello All, Just wanted to know i have shake table data in terms of Time Acceleration and Time Displacement from a specific ground acceleration, i wanted to know how can i convert that data to Response Spectrum so that i can evaluate for different structure having different time periods, as far...
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While defining scale factor of response spectrum. We define it (I*g)/2R in some case and g only in some case why?
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Dear friends, Can any body share some examples on dynamic analysis to calculate earthquake forces on buildings. Need information how to make number of modes and what should be the scale factor? Regards Sohaib
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Dear All If we doing response spectrum analysis as per UBC. do we need to lower our base shear because in UBC it is stated that direct result from spectrum shall be used to design for eerthquakes. If we do so then where is R value.
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Hello everyone, I hope all of you will be fine. In etabs when we apply Response Spectrum loading on a multistoried building with 2 basement floors. At what floor level this loading will be applied as in equivalent static seismic analysis, we can apply EQX & EQY on any floor we like as this option is...
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IRJET-V5I249 (1).pdf
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Hi, can someone advice me about time history analysis, when we should use response spectrum and when to use a time history analysis whether it depend on the building height? the building seismic design category or? I'm very appreciete if someone willing to advice Thanks
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How can I transfer response spectrum loads from etabs to safe
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First , I am Very Happy to Participate in Forum Such As This Forum , I need to Make Engineering Discussion With These Questions 1. Why We Make Scale Factor Between Static And Dynamic Seismic Analysis ? 2. After Scale Factor We Design By Load Combinations Included Dynamic Cases Only...
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The document starts with the statement, "Ray Clough and I regret we created the approximate response spectrum method for seismic analysis of structures in 1962". Termination.pdf
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Dear all , Can any one tell me the difference between Spectral Acceleration / g Spectral Acceleration / PGA Are they mean same in the response spectrum . can any one explain e
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for analysis of tall buildings whether i should use response spectrum analysis or time history analysis.if i have to use time history analysis then there is a wide range range of earthquakes to be considered in analysis?if someone has about this plz post it.
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i need some literature related to response fSpectrum Analysis, if anybody having plz share and if anybody have done this type of final year project plz guide!!! thanx
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I want to learn about the reponse spectrum function in ETABs,? what is this? How it applies? and why? also some other options in "define tab" in ETABs near with reponse spectrum function?
