Results 41 to 50 of about 8,047 (213)
Seismic response estimation of mid-rise steel moment frame buildings using a new energy-based methodology [PDF]
مهندسی عمران شریفNonlinear Time History Analysis (NTHA) contains a complex and rigorous process for structural seismic evaluation. Nonlinear static (Pushover) analysis can simplify this process.
R. Esmailzadeh Shahri, S. Eshghi
doaj +1 more source
Behavior of Long‐Slotted Perforated Steel Plate Fuses in Timber Brace End Connections
Earthquake Engineering &Structural Dynamics, EarlyView.ABSTRACT Steel perforated plate fuses have emerged as a promising solution for mass timber seismic force‐resisting systems, offering tunable energy dissipation mechanisms, such as flexural and shear yielding, through geometric adjustments. This study examines the cyclic performance of perforated steel plate fuses employed in timber braced frames, with ...
Yahia Ahmed +2 more
wiley +1 more source
Teras Jurnal: Jurnal Teknik SipilAbstrak Suatu bangunan pasti selalu dihadapkan dengan risiko keruntuhan dan kerusakan struktur salah satunya oleh peristiwa gempa. Sejauh ini analisis pushover dan analisis time history merupakan dua pendekatan yang sering dilakukan dalam mengevaluasi
imam Abdullah, Novi Asniar, Dedi Budiman
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A review of progressive collapse research and regulations [PDF]
, 2014 History has demonstrated that buildings designed to conventional design codes can lack the robustness necessary to withstand localised damage, partial or even complete collapse. This variable performance has led governmental organisations to seek ways of
Byfield, M.P. +3 more
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Earthquake Engineering &Structural Dynamics, EarlyView.ABSTRACT Reinforced concrete pier walls designed before the 1970s often incorporate lap splice in potential plastic‐hinge regions. Previous experimental tests indicate that most of pier walls experienced post‐yield lap splice failure, necessitating a modeling approach that captures not only lap splice strength but also deformation capacity.
Gun Chan Lee +2 more
wiley +1 more source
StructPyn: A browser-based pushover analysis tool for reinforced concrete frames
SoftwareXReinforced concrete frames are widely used around the world, used by practitioners in many countries and subject of study of researchers in structural engineering.
Orlando Arroyo +2 more
doaj +1 more source
Evaluation of Advanced Nonlinear Static Procedure [PDF]
Journal of Structural and Construction Engineering, 2015 Having very simplicity, nonlinear static procedures (NSPs) are the most popular tools for estimation of structural capacity. These approaches construct a graphic display of the overall structural response via a pushover curve. The overall response of the
Mohsen Ali Shayanfar, Reza ZareBidoki
doaj
Evaluation of analytical methodologies to derive vulnerability functions [PDF]
, 2012 The recognition of fragility functions as a fundamental tool in seismic risk assessment has led to the development of more and more complex and elaborate procedures for their computation.
Crowley, H. +4 more
core +1 more source
Bridge-specific fragility analysis: when is it really necessary? [PDF]
, 2018 In seismic assessment of bridges the research focus has recently shifted on the derivation of bridge-specific fragility curves that account for the effect of different geometry, structural system, component and soil properties, on the seismic behaviour ...
Kappos, A. J., Stefanidou, S.P.
core +1 more source
Covariance Structure Modeling of Engineering Demand Parameters in Cloud‐Based Seismic Analysis
Earthquake Engineering &Structural Dynamics, EarlyView.ABSTRACT Probabilistic seismic demand modeling aims to estimate structural demand as a function of ground motion intensity—a critical stage in seismic risk assessment. Although many models exist to describe the structural demand, few consider the covariance among engineering demand parameters, potentially overlooking a key factor in improving the ...
Archie Rudman +3 more
wiley +1 more source