High-performance composite-reinforced earthquake resistant buildings with self-aligning capabilities

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F15%3A00443417" target="_blank" >RIV/68378297:_____/15:00443417 - isvavai.cz</a>

Výsledek na webu

<a href="http://link.springer.com/chapter/10.1007%2F978-3-319-10136-1_22" target="_blank" >http://link.springer.com/chapter/10.1007%2F978-3-319-10136-1_22</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1007/978-3-319-10136-1_22" target="_blank" >10.1007/978-3-319-10136-1_22</a>

Jazyk výsledku

angličtina

Název v původním jazyce

High-performance composite-reinforced earthquake resistant buildings with self-aligning capabilities

Popis výsledku v původním jazyce

This paper describes the experimental procedures and presents preliminary results of the international project entitled ?High- Performance Composite-Reinforced Earthquake Resistant Buildings with Self-Aligning Capabilities. The goal of the project was toincrease our understanding of the seismic performance of woodlaminated frames with locally reinforced members. Two sets of experiments were performed. First, a full-scale one-story frame with relatively rigid connections was tested on a shaking table, Kasal et al. (J Perform Constr Fac, 2013). To achieve a stiff connection, hardwood blocks and self-tapping screws 120?250 mm long were used to facilitate the connection between beams and columns. Next, a scaled three-story frame was tested. Highly stressed regions of beams and columns of the second frame were reinforced with glass fiber (GF) sheets to mitigate potential brittle failure in anticipated weak zones. Frictional connections between beams and columns permitted a control of the m

Název v anglickém jazyce

High-performance composite-reinforced earthquake resistant buildings with self-aligning capabilities

Popis výsledku anglicky

This paper describes the experimental procedures and presents preliminary results of the international project entitled ?High- Performance Composite-Reinforced Earthquake Resistant Buildings with Self-Aligning Capabilities. The goal of the project was toincrease our understanding of the seismic performance of woodlaminated frames with locally reinforced members. Two sets of experiments were performed. First, a full-scale one-story frame with relatively rigid connections was tested on a shaking table, Kasal et al. (J Perform Constr Fac, 2013). To achieve a stiff connection, hardwood blocks and self-tapping screws 120?250 mm long were used to facilitate the connection between beams and columns. Next, a scaled three-story frame was tested. Highly stressed regions of beams and columns of the second frame were reinforced with glass fiber (GF) sheets to mitigate potential brittle failure in anticipated weak zones. Frictional connections between beams and columns permitted a control of the m

Druh

C - Kapitola v odborné knize

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

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Návaznosti

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Rok uplatnění

2015

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název knihy nebo sborníku

Geotechnical, Geological and Earthquake Engineering

ISBN

978-3-319-10135-4

Počet stran výsledku

14

Strana od-do

359-372

Počet stran knihy

614

Název nakladatele

Springer

Místo vydání

Berlin

Kód UT WoS kapitoly

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