Results 141 to 150 of about 6,119 (252)
Mechanical behavior of deteriorated unbonded prestressed concrete hollow slabs. [PDF]
Li X, Zhou S, Xiang B, Yan M, Bao Y.
europepmc +1 more source
A three‐dimensional nonlinear refined finite element model for bolted and welded nodes in steel truss bridges identifies fatigue‐critical regions and governing mechanisms, enabling a fatigue life prediction method that supports safety assessment and durability design.
Zian Zhang +6 more
wiley +1 more source
Flexural Behavior of Reinforced Concrete Two-Way Slabs Strengthened with Basalt Fiber-Reinforced Polymer Grid and Engineered Cementitious Composite. [PDF]
Xue J, Zhu M, Liang H, Li H.
europepmc +1 more source
Based on the validated LS‐DYNA model, this study carried out a series of simulations on Phosphogypsum‐Rock Wool‐Phosphogypsum (P‐RW‐P) sandwich lightweight partition wallboards under impact load. The effects of structural and impact load parameters on their impact performance of P‐RW‐P wallboards were systematically analyzed, providing a basis for the ...
Min Huang +6 more
wiley +1 more source
Pervious Concrete as a Controlled Stormwater Capture-Pretreatment Interface in a School-Scale Decentralized Harvesting System. [PDF]
Frausto Castillo RF +10 more
europepmc +1 more source
A plant growth simulation algorithm (PGSA)‐based method optimizes cable forces in cable‐stayed bridges via parameter‐free global search and variable‐step parallel mechanism, achieving uniform force distribution, controlling bending moments and displacements, and enhancing structural performance while overcoming traditional algorithm limitations ...
Ruiqiang Wang +7 more
wiley +1 more source
Influence of connection configuration on the punching resistance of CFST column-RC slab systems under eccentric loading. [PDF]
Ghalla M +5 more
europepmc +1 more source
ABSTRACT In February 2023, a comprehensive series of shaking table tests were conducted at the E‐Defense facility, the world's largest three‐dimensional earthquake simulator, on a full‐scale 10‐story steel moment‐resisting frame supplemented with BRBs.
Jun Fujiwara +9 more
wiley +1 more source
Experimental and numerical study on the flexural capacity of fiber mesh fabric-reinforced RC slabs. [PDF]
Guo C +7 more
europepmc +1 more source
This paper presents the development of analytical fragility and vulnerability functions for flexure‐controlled partially grouted reinforced masonry (RM) buildings that are representative of Colombian urban areas, with the goal of enhancing national seismic risk assessments.
Juan C. Reyes +4 more
wiley +1 more source

