Performance-based design in earthquake engineering: state of development

A Ghobarah - Engineering structures, 2001 - Elsevier
The design objectives in current building codes address life safety, control damage in minor
and moderate earthquakes, and prevent collapse in a major earthquake. However, the …

Performance-based design in earthquake engineering: a multi-disciplinary review

AM Chandler, NTK Lam - Engineering structures, 2001 - Elsevier
This paper reviews the contributions of research towards the development of the
methodologies associated with Performance-Based Seismic Engineering (PBSE). Research …

[BOG][B] Earthquake engineering: from engineering seismology to performance-based engineering

Y Bozorgnia, VV Bertero - 2004 - taylorfrancis.com
This multi-contributor book provides comprehensive coverage of earthquake engineering
problems, an overview of traditional methods, and the scientific background on recent …

Advantages and limitations of adaptive and non-adaptive force-based pushover procedures

S ANTONIOU, R PINHO - Journal of earthquake engineering, 2004 - World Scientific
The recent drive for use of performance-based methodologies in design and assessment of
structures in seismic areas has significantly increased the demand for the development of …

Earthquake disaster simulation of civil infrastructures

X Lu, H Guan - (No Title), 2017 - Springer
Earthquake is a natural disaster that severely threatens the safety of people. In
consequence, increasing the seismic resistance and resilience of civil infrastructures and …

[PDF][PDF] Advanced inelastic static (pushover) analysis for earthquake applications

AS Elnashai - Structural engineering and mechanics, 2001 - researchgate.net
Whereas the potential of static inelastic analysis methods isrecognised in earthquake design
and assessment, especially in contrast with elastic analysis under scaled forces, they have …

Seismic behaviour factor, R, for steel X-braced and knee-braced RC buildings

MR Maheri, R Akbari - Engineering structures, 2003 - Elsevier
The seismic behaviour factor (R) is evaluated for steel X-braced and knee-braced RC
buildings. The R factor components including ductility reduction factor and overstrength …

Overstrength and force reduction factors of multistorey reinforced‐concrete buildings

AS Elnashai, AM Mwafy - The structural design of tall buildings, 2002 - Wiley Online Library
This paper addresses the issue of horizontal overstrength in modern code‐designed
reinforced‐concrete (RC) buildings. The relationship between the lateral capacity, the …

Probabilistic demand models and fragility curves for reinforced concrete frames

SK Ramamoorthy, P Gardoni… - Journal of structural …, 2006 - ascelibrary.org
Fragility curves are constructed to assess the seismic vulnerability of a hypothetical two-story
reinforced concrete frame building designed only for gravity loads. Fragility curves are also …

Seismic assessment of masonry arch bridges

L Pelà, A Aprile, A Benedetti - Engineering Structures, 2009 - Elsevier
In this paper, the seismic performance of existing masonry arch bridges is evaluated by
using nonlinear static analysis, as suggested by several modern standards such as UNI …