| Publication Title Name : | Elastic Stability analysis of redundant trusses/ |
| Publication year : | Thesis 1982 |
| Publication Address : | El-Kordi,Adel Ahmed. |
| Main Category : | Engineering |
| Main & Sub Category : | 624 الهندسة المدنية - Civil Engineering |
| Vol : | - |
| Dewey Decimal Classification (DDC)No : | - |
| Article Title : | Elastic Stability analysis of redundant trusses/ |
| Statement of responsibility : | Adel Ahmed El-Kordi;supervised by A.F.Abdel Rahman,M.H.Metwally. |
| Place of publication : | Alexandria : |
| Name of publisher : | Adel Ahmed El-Kordi, |
| Date of publication : | 1982 . |
| Publication Extent : | 238p.: |
| Publication Dimensions : | 30cm. |
| Topical term : | - |
| Leader : | Civil Engineering. |
| ISBN : | - |
| Original BibID : | 00000naa#a2200000uu#4500 |
| Date and time of last modification : | 10386979 |
| General informatio : | 624/2)21 a)624/a)238p.: b)ill.; c)30cm./ a)Incl.appendices&references. a)Civil Engineering./ Abdel Rahman,A.F. / supervisor/a)Metwally,M.H. e)supervisor FLS a)eng/Metwally,M.H. / supervisor/a)Abdel Rahman,A.F. e)supervisor/ الاتزان المرن للشبكيات الغير محددة استاتيكيا=/Fac.of Eng.Dep.of Civil Engineering,/a)الاتزان المرن للشبكيات الغير محددة استاتيكيا=/Thesis(M.SC)-Alex.UN.Fac.of Eng.Dep.of Civil Engineering. The determination of the elastic critical loading pattern of a set of rigidly-jointed plane trusses, through its non-linear behaviour can be achieved upon the consideration of one or more of the following basic effects in the analysis . 1) The effects of member instability, in which the ben¬ding stiffness of a member is influenced by the mag¬nitude of the axial load P ij . Where the suffices i,j refer to the member end nodes. The use of the previously established stability functions S and C(2) , are consistent with the assumption that the local member deformations are small . 2) The effects of large deflections of the structure as a whole, but the deformations of an individual mem¬ber from its chord are assumed to be small. The axial load Pi, is assumed to act along the member chord in the deflected structure and the shear acts normal to the chord . a)Thesis(M.SC)-Alex.UN.Fac.of Eng.Dep.of Civil Engineering. a)The determination of the elastic critical loading pattern of a set of rigidly-jointed plane trusses, through its non-linear behaviour can be achieved upon the consideration of one or more of the following basic effects in the analysis . 1) The effects of member instability, in which the ben¬ding stiffness of a member is influenced by the mag¬nitude of the axial load P ij . Where the suffices i,j refer to the member end nodes. The use of the previously established stability functions S and C(2) , are consistent with the assumption that the local member deformations are small . 2) The effects of large deflections of the structure as a whole, but the deformations of an individual mem¬ber from its chord are assumed to be small. The axial load Pi, is assumed to act along the member chord in the deflected structure and the shear acts normal to the chord ./b)1982 c)A.F.Abdel Rahman,M.H.Metwally./ a)الاتزان المرن للشبكيات الغير محددة استاتيكيا./ td###fr##m##000#0#/ |
| Cataloging Source : | 20090712120504.0 |
| DDC No : | - |
| Personal Name : | a)Alexandria : b)Adel Ahmed El-Kordi, b)Fac.of Eng.Dep.of Civil Engineering, c)1982 . |
| Publication data field : | a)El-Kordi,Adel Ahmed. |
| physical descripti : | a)Elastic Stability analysis of redundant trusses/ c)Adel Ahmed El-Kordi;supervised by A.F.Abdel Rahman,M.H.Metwally. |
| Topical term : | - |
| Language Code : | 090711p1982 ua|d###frm####000#0#eng|d a)EG EULC |
| Additional input : | - |
| Author Name : | El-Kordi,Adel Ahmed. |