24 Questions 26 Answers 0 Followers
Questions related from Ahmed Abdelraheem Farghaly
i work on Isolation of foundations with effect of SSI and i want to put the values of Isolation of foundations parameters in the SAP2000 program to carry on the analysis of 12 floors RC buildings...
01 October 2017 6,038 4 View
I am working on a research paper entitled "Dynamic Analysis of soil under railway" and i want some scientific information about the effect of train velocity on the dynamic effect, types of soil...
27 January 2017 4,862 4 View
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 9,655 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 7,224 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 5,992 3 View
how can i measure the seismic capacity for a high rise building
21 August 2015 3,972 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 2,186 5 View
How can I represent a frictionless (without friction) frame element in SAP2000 (i.e. smooth rod)?
12 June 2015 8,482 0 View
Are there any specific parameters to be taken into consideration for the tension in soil resulting from supporting end cables of suspension bridges?
15 May 2015 8,124 5 View
What is the basic parameter study in analysis deep beam subjected to vertical load and what is the ratio between depth and span of the deep beam?
03 May 2015 1,640 7 View
What is the optimum values of sag for cables in cable stayed ( a value of 1/10 of the length of cable is right or what?) and what is the range of the inclination angle of the cables?
11 April 2015 9,324 3 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 1,238 6 View
During an earthquake in the soft soil is it true that pounding can be occur between foundations or between foundation and columns in the foundation level?
24 February 2015 4,997 8 View
How can I represent cracks in the columns on the SAP2000 program?
04 February 2015 5,461 8 View
Is there an equation relating time and concrete strength?
23 January 2015 4,114 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 2,824 3 View
And how much reduction of stiffness?
21 January 2015 1,582 3 View
What is the relationship between the resistance of concrete and time, does with time the stiffness of RC decrease?
17 January 2015 6,164 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 8,667 8 View
See above
09 October 2014 923 1 View
What is the best representation of soil on SAP2000 to study SSI under seismic load?
24 September 2014 6,650 1 View
To what extent does the credibility of the soil in two-dimensional representation (for example the definition of soil element as shell element in SAP2000) change when exposed to seismic load?
23 September 2014 7,887 1 View
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10 August 2014 6,269 4 View
earthquake engineering
18 July 2014 6,202 5 View
