نتایج جستجو برای: structural frame

تعداد نتایج: 490039  

Reinforced concrete frame buildings with Open Ground Story (OGS) are one of the most common building configurations in urban habitat. These configurations are known to be vulnerable to seismic excitations, primarily due to the sudden loss in strength in the ground story and differential stiffness distribution throughout the structure. The differential stiffness distribution is attributed primar...

The composite structural system (RCS) is a new type of moment frame, which is including a combination of concrete columns (RC) and steel beams (S). These structural systems have the advantages of both concrete and steel frames [1]. In previous research on composite structures, there are some studies regarding RCS composite conections, but there is no investigation about seismic resisting system...

Journal: :Journal of Sustainable Architecture and Civil Engineering 2019

Journal: :Journal of Structural and Construction Engineering (Transactions of AIJ) 2001

Journal: :IOP Conference Series: Materials Science and Engineering 2021

Journal: :International Journal of Concrete Structures and Materials 2016

Journal: :IEEE robotics and automation letters 2022

Leveraging line features to improve the accuracy of SLAM system has been studied in many works. However, making full use characteristics different (parallel, non-parallel) is rarely mentioned. In this paper, we designed a VIO based on points and straight lines, which divides lines into structural (that is, parallel each other) non-structural. To optimize effectively, used two-parameter represen...

2012
P. G. Asteris

The work presented herein sets out to investigate numerically, by means of nonlinear finite element analysis, the effect of un-reinforced concrete or masonry infill walls on the overall structural response of reinforced concrete frames under static monotonic and seismic loading. For this purpose, a nonlinear finite element package purpose built for the analysis of concrete structures is employe...

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