15 Questions 24 Answers 0 Followers
Questions related from Ahmed Abdelraheem Farghaly
in analysis a model by SAP2000 the analysis given the following page can anyone interpret the meaning of wrong appear in the attached filethanks
07 January 2017 9,647 4 View
Is shear wall with columns at its ends perform well under seismic load or shear wall without columns at its ends?
01 November 2015 7,219 13 View
is there a relation between experimental results in compression, tension, and lateral loads on screw disk micro piles in cohesive soil and theoretical results found from SAP2000 or any theoretical...
09 October 2015 5,991 3 View
how can i measure the seismic capacity for a high rise building
21 August 2015 3,968 7 View
Can I am modelling soil by solid element in SAP2000, how, and is this will be acceptable in the field of soil researches?
08 August 2015 2,184 5 View
I am trying to model liquid sloshing inside a closed container with acceleration following a sine function. I am interested in finding the stress distribution in the container under earthquake.
24 March 2015 1,236 6 View
How can I represent cracks in the columns on the SAP2000 program?
04 February 2015 5,459 8 View
Is there an equation relating time and concrete strength?
23 January 2015 4,111 3 View
Can I express the stiffness of structural elements in high rise buildings by changing the moment of inertia of the sections in SAP2000?
21 January 2015 2,822 3 View
And how much reduction of stiffness?
21 January 2015 1,578 3 View
What is the relationship between the resistance of concrete and time, does with time the stiffness of RC decrease?
17 January 2015 6,163 9 View
what is the range of period time of first mode of RC high rise buildings under seismic loads, and is this time increase with crack appearance or not?
15 January 2015 8,664 8 View
See above
09 October 2014 922 1 View
What is the best representation of soil on SAP2000 to study SSI under seismic load?
24 September 2014 6,648 1 View
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10 August 2014 6,255 4 View
