Performance-based design of tall timber buildings under earthquake and wind multi-hazard loads: Past, present, and future

S Tesfamariam - Frontiers in Built Environment, 2022 - frontiersin.org
The rapid growth of the urban population and associated environmental concerns are
challenging city planners and developers to consider sustainable and cost-efficient building …

[책][B] Seismic reliability analysis of structures

PE Pinto, R Giannini, P Franchin - 2004 - iris.uniroma1.it
Nel vasto campo dell'ingegneria strutturale la progettazione antisismica è il settore dove il
ricorso a concetti sull'affidabilità rappresenta non solo un perfezionamento, ma una …

Seismic fragility analysis of structural systems

G Lupoi, P Franchin, A Lupoi… - Journal of Engineering …, 2006 - ascelibrary.org
A method is presented for the evaluation of the seismic fragility function of realistic structural
systems. The method is based on a preliminary, limited, simulation involving nonlinear …

[책][B] Stochastic modeling and simulation of ground motions for performance-based earthquake engineering

S Rezaeian - 2010 - search.proquest.com
A site-based fully-nonstationary stochastic model for strong earthquake ground motion is
developed. The model employs filtering of a discretized whit-noise process. Nonstationarity …

Design-point excitation for non-linear random vibrations

H Koo, A Der Kiureghian, K Fujimura - Probabilistic Engineering Mechanics, 2005 - Elsevier
It has been shown in recent years that certain non-linear random vibration problems can be
solved by well established methods of time-invariant structural reliability, such as FORM and …

Nonlinear stochastic dynamic analysis for performance‐based earthquake engineering

AD Kiureghian, K Fujimura - Earthquake Engineering & …, 2009 - Wiley Online Library
A new approach for computing seismic fragility curves for nonlinear structures for use in
performance‐based earthquake engineering analysis is proposed. The approach makes …

Seismic reliability research of continuous girder bridge considering fault-tolerant semi-active control

C Zhang, W Li, D Liu, J Xu, X Feng, R Wang, B Wang - Structural Safety, 2023 - Elsevier
Continuous girder bridge is one of the most widely used bridge types at present, but its
structural characteristics are not conducive to earthquake resistance. Therefore, it is of great …

Shape sensitivities in the reliability analysis of nonlinear frame structures

T Haukaas, MH Scott - Computers & structures, 2006 - Elsevier
A unified and comprehensive treatment of shape sensitivity that includes variations in the
nodal coordinates, member cross-section properties, and global shape parameters of …

Finite element response sensitivity analysis: a comparison between force-based and displacement-based frame element models

M Barbato, JP Conte - Computer Methods in Applied Mechanics and …, 2005 - Elsevier
This paper focuses on a comparison between displacement-based and force-based
elements for static and dynamic response sensitivity analysis of frame type structures …

Finite element response sensitivity analysis using force‐based frame models

JP Conte, M Barbato, E Spacone - International Journal for …, 2004 - Wiley Online Library
This paper presents a method to compute consistent response sensitivities of force‐based
finite element models of structural frame systems to both material constitutive and discrete …