نتایج جستجو برای: framed buildings

تعداد نتایج: 48263  

2007
Martin Michalowski Craig A. Knoblock Berthe Y. Choueiry

Consider the problem of mapping postal addresses to buildings in satellite imagery using publicly available information, defined as the Building Identification (BID) problem in [1]. This problem takes as input a bounding box that defines the area of a satellite image, buildings identified in the image, vector information that specifies streets in the image, and a set of phone-book entries for t...

Journal: :E3S web of conferences 2023

During major earthquakes, existing buildings have collapsed or suffered serious damage, resulting in number of losses, severe injuries, and deaths. Based on literature, the influence this work reviewed effects interface with different materials also to find how infilled frames behave framed structure. This study's primary goal is strengthen RC-framed structures increase ductility by using mater...

Journal: :Advances in Theoretical and Mathematical Physics 2013

Journal: :Algebraic & Geometric Topology 2002

K. Mirtalaei and S.S. Mahini,

At present, the tubular structural systems are mainly used in tall buildings to withstand earthquake loads. Although it is possible to analyse the structure by finite element methods using standard three dimensional programs, the system is generally time-consuming and expensive in the primary design work. In this paper, for the analysis of Framed-Tube systems, a simple method was studied and de...

2014
G. Muhiuddin Abdullah M. Al-Roqi

The notions of double-framed soft subfields, double-framed soft algebras over double-framed soft subfields, and double-framed soft hypervector spaces are introduced, and their properties and characterizations are considered.

Journal: :Michigan Mathematical Journal 1977

Journal: :Streetnotes 2013

Moment resisting frames as one of the conventional lateral load resisting systems in buildings suffer from some limitations including code limitations on minimum span-to-depth ratio to ensure the formation of plastic hinges with adequate length at beam ends. According to seismic codes, in ordinary steel moment resisting frames the minimum span-to-depth ratios should be limited to 5 and in speci...

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