期刊名称：International Journal of Innovative Research in Science, Engineering and Technology
印刷版ISSN：2347-6710
电子版ISSN：2319-8753
出版年度：2015
卷号：4
期号：10
页码：10091
DOI：10.15680/IJIRSET.2015.0410055
出版社：S&S Publications
摘要：Irregularities are not avoidable in construction of buildings; however the behavior of structures withthese irregularities during earthquake needs to be studied. Adequate precautions can be taken. A detailed study ofstructural behavior of the buildings with irregularities is essential for design and behavior. Civil engineering structuresare mainly designed to resist static load. Generally the effect of dynamic loads acting on structure is not considered.This feature of neglecting the dynamic forces sometimes becomes the cause of disaster, Over the last two decades,wind engineering has increasingly focused on the modest low rise and high rise structures, since much of the damageand financial loss associated with extreme wind events happens to these minimally engineered buildings like low risebuildings and also huge loss if encountered by the high rise buildings. As some of these model- and full – scale windengineering data filters into the design codes and standards, one may expect to see reduced hurricane/cyclone damage.However, when one combines the more rapid increase in population along the world‘s tropical coasts with a generallyunacceptably low standard of new building construction inspection, it seems quite likely that loss of life, as well asinsured and uninsured property losses will continue to be the norm in the foreseeable future. The wind engineeringcommunity needs to be more responsible in forcefully transferring our technical knowledge to the designer and builder.In this present work analysis for G+10 Reinforced cement concrete building having mass irregularity in 3rd and 6thfloors and building without mass irregularity are analysed. This paper highlights the effects on floor which has differentloads (mass irregularity) in multistorey building
