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Analysis and Design of FRP Reinforced Concrete Buildings. The use of FRP bars as concrete reinforcement in buildings - earthquake behavior and seismic design

Автор:   Serra C.
мягкая обложка
340 страниц
2009 год
Издательство:   Книга по Требованию
Цена:
3212 руб
отсутсвует
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Описание:Seismic forces and deformation demands are illustrated in case studies covering buildings with various dynamic characteristics and in different seismic zones. The use of FRP bars as concrete reinforcement is a relatively new research field, introducing challenges in analysis and design of buildings; particularly for seismically active regions. Comprehensive review of current codes, standards and design recommendations including S806 (2002) of Canadian Standards Association, ISIS (2001) of Canadian Network of Centres of Excellence on Intelligent Sensing for Innovative Structures, ACI 440 (2006) of American Concrete Institute and Japanese Design Guideline for FRP Reinforced Concrete (JSCE 1997) is presented and new design procedures and recommendations are developed. This study develops a much required easy-to-use dynamic analysis tool considering nonlinear material behavior of FRP reinforced concrete members under cyclic earthquake loading.


Orthomol Immun Junior Сила иммунитета на страже Вашего ребенка Orthomol Immun Junior Сила иммунитета на страже Вашего ребенка

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11 сентября 2001

The upper 55 stories of the building's exterior-wall frame were explicitly modeled using beam and column elements. This encompassed the entire structure above the zone of impact and about 20 stories below. The lower 55 stories of the exterior were modeled as a «boundary condition» consisting of a perimeter super-beam that was 52 inches deep and about 50 inches wide, supported on a series of springs. A base spring was provided at each column location to represent the axial stiffness of the columns from the 55th floor down to grade. The outrigger trusses at the top of the building were explicitly modeled, using truss-type elements. The interior core columns were modeled as spring elements. An initial analysis of the building was conducted to simulate the pre-impact condition. In addition to the weight of the floor itself (approximately 54 psf at the building edges and 58 psf at the building sides), a uniform floor loading of 12 psf was assumed for partitions and an additional 20 psf was conservatively assumed to represent furnishings and contents ...»

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