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Seismic Performance Assessment of Existing Steel Buildings: A Case Study
by
di Sarno, Luigi
, Paolacci, Fabrizio
, Sextos, Anastasios G.
in
Beam-columns
/ Building codes
/ Case studies
/ Codification
/ Component reliability
/ Earthquake construction
/ Earthquake damage
/ Frame structures
/ Ground motion
/ Nonlinear dynamics
/ Numerical models
/ Performance assessment
/ Performance evaluation
/ Reliability analysis
/ Seismic design
/ Seismic response
/ Shaking
/ Steel frames
/ Steel structures
2018
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Seismic Performance Assessment of Existing Steel Buildings: A Case Study
by
di Sarno, Luigi
, Paolacci, Fabrizio
, Sextos, Anastasios G.
in
Beam-columns
/ Building codes
/ Case studies
/ Codification
/ Component reliability
/ Earthquake construction
/ Earthquake damage
/ Frame structures
/ Ground motion
/ Nonlinear dynamics
/ Numerical models
/ Performance assessment
/ Performance evaluation
/ Reliability analysis
/ Seismic design
/ Seismic response
/ Shaking
/ Steel frames
/ Steel structures
2018
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While trying to remove the title from your shelf something went wrong :( Kindly try again later!
Do you wish to request the book?
Seismic Performance Assessment of Existing Steel Buildings: A Case Study
by
di Sarno, Luigi
, Paolacci, Fabrizio
, Sextos, Anastasios G.
in
Beam-columns
/ Building codes
/ Case studies
/ Codification
/ Component reliability
/ Earthquake construction
/ Earthquake damage
/ Frame structures
/ Ground motion
/ Nonlinear dynamics
/ Numerical models
/ Performance assessment
/ Performance evaluation
/ Reliability analysis
/ Seismic design
/ Seismic response
/ Shaking
/ Steel frames
/ Steel structures
2018
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Seismic Performance Assessment of Existing Steel Buildings: A Case Study
Journal Article
Seismic Performance Assessment of Existing Steel Buildings: A Case Study
2018
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Overview
Numerous existing steel framed buildings located in earthquake prone regions world-wide were designed without seismic provisions. Slender beam-columns, as well as non-ductile beam-to-column connections have been employed for multi-storey moment-resisting frames (MRFs) built before the 80’s. Thus, widespread damage due to brittle failure has been commonly observed in the past earthquakes for steel MRFs. A recent post-earthquake survey carried out in the aftermath of the 2016-2017 Central Italy seismic swarm has pointed out that steel structures may survive the shaking caused by several main-shocks and strong aftershocks without collapsing. Inevitably, significant lateral deformations are experienced, and, in turn, non-structural components are severely damaged thus inhibiting the use of the steel building structures. The present papers illustrates the outcomes of a recent preliminary numerical study carried out for the case of a steel MRF building located in Amatrice, Central Italy, which experienced a series of ground motion excitations suffering significant damage to the masonry infills without collapsing. A refined numerical model of the sample structure has been developed on the basis of the data collected on site. Given the lack of design drawings, the structure has been re-designed in compliance with the Italian regulations imposed at the time of construction employing the allowable stress method. The earthquake performance of the case study MRF has been then investigated through advanced nonlinear dynamic analyses and its structural performance has been evaluated according to Eurocode 8-Part 3 for existing buildings. The reliability of the codified approaches has been evaluated and possible improvements emphasized.
Publisher
Trans Tech Publications Ltd
Subject
/ Shaking
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