@article{M. D. Satani_K.C.Koradia_2015, title={Literature Review On Optimization Of Frame Member Using Semi Rigid Connection}, volume={2}, url={https://ijaerd.com/index.php/IJAERD/article/view/652}, abstractNote={<p>Civil structure should be economical, durable & stable. Economical structure is a main goal of structure engineer<br>in recent years. Out of many methods to generate economical structure one method is semi rigidity of connection. By the<br>concept of semi rigidity, cost optimization can be achieved by transferring desire moment from beam to column or vice -versa.<br>In this concept cost of connections, beam & column is variable factor & function of semi rigidity. By trial & error method<br>element optimization can be achieve. The variation of moment, shear force, axial force, displacement and stress is<br>investigated in a selected axis of the structures. This study reveals that the effect of semi-rigid connections on structural<br>systems shows different variations from structure to structure. Connection stiffness depends on semi rigidity, material and<br>shape of section. In this report behavior of moment considering semi rigidity and variable moment of inertia (tapered)<br>section is considered.</p>}, number={4}, journal={International Journal of Advance Engineering and Research Development (IJAERD)}, author={M. D. Satani and K.C.Koradia}, year={2015}, month={Apr.}, pages={403–405} }