Necessity for adaption of high-rise reinforced concrete structures' design and practical steps of implementation through nonlinear staged analysis by consideration of long-termAttention to adaption of structural design with practical implementation steps by applying priority and posteriority of construction schedule into the structural design in form of sequential construction analysis has always been strongly recommended by researchers and scholars in recent years. Basically, all floors of the structure are simultaneously subjected to dead and live loads in conventional structural analyses. While the dead loads of the structural elements and floors are gradually applied to the previously constructed members during the progress of construction which depends on method of construction and its executive arrangements [1] On the other hand, it is obvious that the dead load of newly added elements during construction is carried by the same part of the structure which has been constructed up until that point. Thus, distribution of stresses and displacements caused by the load of existing parts at any stages is independent of size, properties and the presence of other elements which have not entered the construction process [2]. Examples of individuals who studied about above subjects are Choi and Kim (1985) who introduced sequential construction with the concept of active floor in structural analysis [3]. The principles of active floor's analysis are based on three concepts of active floor, inactive floor and deactivated Floors with a reverse order of actual process of construction which is from top to bottom and performing analysis as much as the number of floors in the structure. Use of substructuring technique can be helpful in reduction of number and volume of calculations [4,5]. In this method, floor by floor activation process can be done for a group of floors which will increase computing speed and will reduce the time and computational efforts. Choi, Chung, Lee and Wilson presented a simple method to simulate the actual behavior of structure based on practical construction steps in 1992 named Correction Factor Method (CFM) and considered the effects of sequential construction in structural analysis [6]. The mentioned method is able to modify the results of conventional one-step structural analyses only using correction factors and without the need for accurate and time-consuming staged analysis and it is able