A new three-dimensional seismic assessment method (3D-SAM) for buildings based on experimental modal analysis

F Mirshafiei, M Mirshafiei, G McClure - Computers & Structures, 2017 - Elsevier
Current detailed seismic evaluation methods are based on numerical approaches. However,
there is a need to improve the reliability of such evaluations especially in many situations …

Experimental and numerical study on the fundamental period of metal buildings

S Bertero, FA Charney, R Sarlo - Engineering Structures, 2025 - Elsevier
Metal building systems represent a significant percentage of low-rise construction in the US
Despite this, seismic provisions in the building code use data from studies on mid-rise …

Seismic testing and retrofit of steel deck roof diaphragms for building structures

R Massarelli, JE Franquet, K Shrestha, R Tremblay… - Thin-Walled …, 2012 - Elsevier
An experimental program of nine steel deck roof diaphragm specimens was carried out to
assess their seismic characteristics. The dynamically loaded diaphragms were able to …

Uncertainty in fundamental period estimates leads to inaccurate design seismic loads

D Gilles, G McClure… - Canadian Journal of Civil …, 2011 - cdnsciencepub.com
To help engineers calculate design seismic loads, the 2005 edition of the National Building
Code of Canada provides empirical equations to estimate the fundamental lateral period of …

Fundamental periods of steel concentrically braced frames designed to Eurocode 8

E Günaydın, C Topkaya - Earthquake engineering & structural …, 2013 - Wiley Online Library
ABSTRACT A two‐phase research program has been undertaken to investigate
fundamental natural periods of concentrically braced frames (CBFs) designed according to …

Towards a better understanding of the fundamental period of metal building systems

S Bertero - 2022 - vtechworks.lib.vt.edu
Metal buildings account for over 40% of low-rise construction in the US. Despite this,
predictive fundamental period equations that were obtained empirically for mid-rise …

[BOK][B] Use of flexible and ductile roof diaphragms in the seismic design of single-storey steel buildings

KM Shrestha - 2012 - search.proquest.com
This thesis documents an investigation of the use of the roof diaphragm flexibility in the
seismic design and analysis procedure of single-storey steel buildings designed otherwise …

Seismic design of low‐rise steel buildings with flexible steel roof deck diaphragms–a Canadian perspective

R Tremblay, CA Rogers - Steel Construction, 2011 - Wiley Online Library
Single-storey steel buildings in Canada are generally designed with a steel roof deck
diaphragm to resist and transfer lateral loads to the vertical bracing system. Current …

Analysis of a damaged 12-storey frame-wall concrete building during the 2010 Haiti earthquake Part I: Dynamic behaviour assessment

B Boulanger, CP Lamarche, J Proulx… - Canadian Journal of …, 2013 - cdnsciencepub.com
Despite all the damages encountered during the 2010 Haiti earthquake, the 12-storey
reinforced-concrete Digicel building behaved well, sustaining only reparable damages …

Dynamic behaviour and inelastic performance of steel roof deck diaphragms

R Massarelli - 2011 - escholarship.mcgill.ca
Modern building codes such as the NBCC 2005 require the use of capacitybased seismic
design principles in which a ductile energy dissipating element, typically the bracing …