Literature Review On Optimization Of Frame Member Using Semi Rigid Connection
| Author(s) | : | M. D. Satani, K.C.Koradia |
| Institution | : | P.G. Student, Civil Engineering Dept, D.I.E.T, Rajkot, India |
| Published In | : | Vol. 2, Issue 4 — April 2015 |
| Page No. | : | 403-405 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
Civil structure should be economical, durable & stable. Economical structure is a main goal of structure engineerin recent years. Out of many methods to generate economical structure one method is semi rigidity of connection. By theconcept of semi rigidity, cost optimization can be achieved by transferring desire moment from beam to column or vice -versa.In this concept cost of connections, beam & column is variable factor & function of semi rigidity. By trial & error methodelement optimization can be achieve. The variation of moment, shear force, axial force, displacement and stress isinvestigated in a selected axis of the structures. This study reveals that the effect of semi-rigid connections on structuralsystems shows different variations from structure to structure. Connection stiffness depends on semi rigidity, material andshape of section. In this report behavior of moment considering semi rigidity and variable moment of inertia (tapered)section is considered.
M. D. Satani, K.C.Koradia, “Literature Review On Optimization Of Frame Member Using Semi Rigid Connection”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 2, Issue 4, pp. 403-405, April 2015.
