Results 191 to 200 of about 1,774,351 (250)

CANNOT READ--WATER DAMAGE

CANNOT READ--WATER DAMAGE
core   +6 more sources

An engineering-informed voting ensemble framework for rapid seismic risk screening of reinforced concrete structures. [PDF]

Sci Rep
Pürsünlü Ö, Çevik A, Kurtoğlu AE, Bakbak D.   +3 more
europepmc   +1 more source

Analytical Framework for System‐Level Fragility Surfaces of Reinforced Concrete Bridges Under Mainshock‐Aftershock Sequences

Earthquake Engineering &Structural Dynamics, Volume 55, Issue 13, Page 3264-3284, 25 October 2026.
ABSTRACT Conventional single intensity measure (IM) fragility approaches with simplified component dependency assumptions overlook the progressive damage accumulation and evolving inter‐component correlations that govern system behavior under mainshock‐aftershock (MSAS) loading.
Muhammad Rashid, Mayuko Nishio
wiley   +1 more source

A Copula-based framework for seismic resilience assessment of civil engineering structural systems. [PDF]

MethodsX
Xie C, Xu S, Zheng Q, Liu Y, Zhou J, Li J, Zhang K, Zhang W.   +7 more
europepmc   +1 more source

Energy‐Based Characterisation of Earthquake Damage in Masonry Infills Through Combined In‐Plane and Out‐of‐Plane Experimental Tests

Earthquake Engineering &Structural Dynamics, Volume 55, Issue 13, Page 3302-3318, 25 October 2026.
ABSTRACT The seismic capacity of structural systems/members is usually defined in terms of deformation thresholds. Although this is effective in many circumstances, disregarding cumulative quantities such as hysteretic energy may be ineffective when low‐cycle fatigue is relevant (e.g., long‐duration ground motions, very soft soils, ground‐motion ...
Roberto Gentile, Giulia Angelucci, Jingren Wu, Marilisa Di Benedetto, Riccardo Milanesi, Giulio Augusto Tropea, Fabrizio Mollaioli, Fatemeh Jalayer, Fabio Freddi, Fabio Di Trapani, Paolo Morandi, Gerard J. O'Reilly   +11 more
wiley   +1 more source

Seismic performance of reinforced concrete open-web sandwich slab-column structures for high-rise long-span buildings under rare earthquakes. [PDF]

Sci Rep
Qin S, Wei Y, Ma K, Chen J.
europepmc   +1 more source

Climate Driven Water Table Changes and Their Influence on Liquefaction Response of Integral Bridges

Earthquake Engineering &Structural Dynamics, Volume 55, Issue 13, Page 3285-3301, 25 October 2026.
ABSTRACT Integral abutment bridges (IABs) eliminate bearings and joints but transfer seismic demand directly into the surrounding soil, making their response highly sensitive to groundwater conditions and soil–structure interaction. This study presents a 60 g centrifuge testing programme on single‐span IABs designed to isolate the influence of water ...
Yazan B. Asia, Gopal S. P. Madabhushi
wiley   +1 more source

Seismic fragility assessment of continuous RC rigid-frame bridges with irregular geometry: insights and recommendations. [PDF]

Sci Rep
Rashedi SH, Rahai A.
europepmc   +1 more source

Surrogate‐Based Time‐Continuous Seismic Fragility Assessment of Corrosion‐Deteriorated Reinforced Concrete Bridges Under Climate Change

Earthquake Engineering &Structural Dynamics, Volume 55, Issue 13, Page 3338-3362, 25 October 2026.
ABSTRACT Seismic fragility assessment of reinforced concrete (RC) bridges exposed to corrosive environments must reliably capture time‐dependent deterioration impacts. Climate change compounds this challenge through nonstationary temperature and humidity variations that accelerate bridge corrosion.
Yexiang Yan, Yazhou Xie
wiley   +1 more source

Damage mechanisms in St. Bartholomeus Church under gravity, snow, and seismic loads. [PDF]

Sci Rep
Karalar M, Sertkaya B, Çufalı G, Erdil B, Korkut F, Yaltay N.   +5 more
europepmc   +1 more source