Seismic performance improvement of single-storey precast reinforced concrete industrial buildings in use

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Tarih

2020

Dergi Başlığı

Dergi ISSN

Cilt Başlığı

Yayıncı

Elsevier Ltd

Erişim Hakkı

info:eu-repo/semantics/closedAccess

Özet

Single-storey precast reinforced concrete (RC) frame type buildings are mainly preferred in manufacturing plants and storehouses. The behaviour of semi-rigid beam-column connections of the buildings is one of the main sources of uncertainty. The common damages observed after credible earthquakes were falling off large-span beams and large plastic deformations at the column base. New generation Lead Extrusion Damper (LED) developed by the authors is utilized in the seismic retrofitting of these buildings in use. This paper discusses the seismic performances of pre- and post-behaviour of the retrofitted buildings and evaluates the efficiency of the applied retrofitting technique. It is exposed that seismic demands are diminished essentially. The relative storey drifts decrease by about 40-90% while the reduction in the strain at the column base section reaches to 70%. © 2020 Elsevier Ltd

Açıklama

Anahtar Kelimeler

Column type structure, Lead extrusion damper, Manufacturing plants, Pinned beam-to-column connections, Precast structures, Retrofitting, Seismic performance, Concrete construction, Office buildings, Precast concrete, Retrofitting, Seismic waves, Seismology, Industrial buildings, Large plastic deformation, Lead extrusion dampers, Manufacturing plant, Precast reinforced concrete, Seismic Performance, Seismic retrofitting, Sources of uncertainty, Reinforced concrete, column, multistorey building, reinforced concrete, seismic response, seismic retrofit, strain

Kaynak

Soil Dynamics and Earthquake Engineering

WoS Q Değeri

Q2

Scopus Q Değeri

Q1

Cilt

135

Sayı

Künye