Evaluation of seismic behavior and collapse capacity of dual RC frame-shear wall structures considering soil-structure interaction under varying soil conditions. [PDF]
Yousefi A, Tehrani P.
europepmc +1 more source
ABSTRACT Damage to non‐structural elements significantly impacts the seismic performance of buildings in terms of economic and functionality losses. Consequently, performance‐based seismic design of non‐structural elements has become a key pillar of a comprehensive building‐seismic resilience strategy, for instance, through loss‐targeted earthquake ...
Roberto J. Merino +2 more
wiley +1 more source
Spatiotemporal Distribution of the Magnitude of Completeness and b-Values in Mainland China Based on a Fused Multi-Source Earthquake Catalog. [PDF]
Li C, Li Z, Duan M, Zhou L.
europepmc +1 more source
Regional Adjustments to NGA‐West2 Ground‐Motion Models for Turkey
ABSTRACT This paper presents a ground‐motion model updating (GMMU) framework to adjust NGA‐West2 models for predicting a set of intensity measures in Turkey, including peak ground acceleration (PGA), peak ground velocity (PGV), and pseudo‐spectral acceleration (PSA) at periods ranging from 0.01 to 10 s. The GMMU framework integrates bias identification
Mao‐Xin Wang, Gang Wang
wiley +1 more source
<i>b</i>-Value Evaluation and Applications to Seismic Hazard Assessment. [PDF]
Chang Y +10 more
europepmc +1 more source
Behavior of Long‐Slotted Perforated Steel Plate Fuses in Timber Brace End Connections
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
Yielding brace system as a next-generation lateral load mechanism for seismic resilient cities. [PDF]
Rc B +11 more
europepmc +1 more source
ABSTRACT This study quantifies the influence of alkali‐silica reaction (ASR) on the seismic fragility of prestressed concrete containment structures in nuclear power plants (NPPs). Global collapse was considered as the governing failure mode to maintain consistency with current risk assessment frameworks, and was captured using a finite element model ...
Chanyoung Kim +3 more
wiley +1 more source
Study on the distribution characteristics and seismic hazard evaluation of loess seismic landslides in the southern Ningxia area. [PDF]
Yang S +5 more
europepmc +1 more source
Seismic resilience of urban networks: dataset for infrastructure visualization and vulnerability assessment. [PDF]
Civera M +6 more
europepmc +1 more source

