Linh Cao Hoang
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View article: Incremental upper bound modeling of concrete failures in timber‐concrete notched connections
Incremental upper bound modeling of concrete failures in timber‐concrete notched connections Open
This paper introduces a novel theoretical framework for developing incremental upper bound solutions, which is applied to predict the response of two local concrete failures in timber‐concrete composite (TCC) decks with notched connections…
View article: Experimental study of an innovative timber-concrete composite deck with a demountable dry-dry notched connection system
Experimental study of an innovative timber-concrete composite deck with a demountable dry-dry notched connection system Open
View article: Full-scale tests of two-storey precast reinforced concrete shear walls: Investigation of strength and deformation capacity
Full-scale tests of two-storey precast reinforced concrete shear walls: Investigation of strength and deformation capacity Open
Precast concrete structures behave differently than equivalent in-situ cast solutions mainly because of the narrow connections between the precast elements. In this context, the keyed shear connections are of particular interest, as they h…
View article: Dry Deposition and Dry Development of Metal Oxide Based Photoresist
Dry Deposition and Dry Development of Metal Oxide Based Photoresist Open
Herein, we present high-resolution EUV patterning results achieved using Lam Research's negative-tone metal-oxide-based photoresist. We enable an entirely dry resist process flow by employing both the deposition and the development in the …
View article: Experimental investigations of dry-dry timber-concrete composite notched connections designed for disassembly
Experimental investigations of dry-dry timber-concrete composite notched connections designed for disassembly Open
Timber-Concrete Composite (TCC) decks offer an efficient, and environmentally friendly alternative to conventional concrete slabs. Traditionally the concrete is cast directly onto the timber with a permanent connection arrangement that doe…
View article: Author Correction: Spatial communication systems across languages reflect universal action constraints
Author Correction: Spatial communication systems across languages reflect universal action constraints Open
View article: Spatial communication systems across languages reflect universal action constraints
Spatial communication systems across languages reflect universal action constraints Open
View article: Notched connection in timber-concrete composite deck structures: A literature review on push-off experiments & design approaches
Notched connection in timber-concrete composite deck structures: A literature review on push-off experiments & design approaches Open
View article: Full-scale Tests of Two-storey Precast Reinforced Concrete Shear Walls. Test Report - Test no. 1
Full-scale Tests of Two-storey Precast Reinforced Concrete Shear Walls. Test Report - Test no. 1 Open
View article: Full-scale Tests of Two-storey Precast Reinforced Concrete Shear Walls. Test Report - Test no. 2
Full-scale Tests of Two-storey Precast Reinforced Concrete Shear Walls. Test Report - Test no. 2 Open
View article: Full-scale Tests of Two-storey Precast Reinforced Concrete Shear Walls. Test Report - Test no. 4
Full-scale Tests of Two-storey Precast Reinforced Concrete Shear Walls. Test Report - Test no. 4 Open
View article: Full-scale Tests of Two-storey Precast Reinforced Concrete Shear Walls. Test Report - Test no. 5
Full-scale Tests of Two-storey Precast Reinforced Concrete Shear Walls. Test Report - Test no. 5 Open
View article: Full-scale Tests of Two-storey Precast Reinforced Concrete Shear Walls. Test Report - Test no. 3
Full-scale Tests of Two-storey Precast Reinforced Concrete Shear Walls. Test Report - Test no. 3 Open
View article: Mechanical modeling of dowel action and the influence of small amounts of shear reinforcement on the shear‐transfer actions in <scp>RC</scp> beams
Mechanical modeling of dowel action and the influence of small amounts of shear reinforcement on the shear‐transfer actions in <span>RC</span> beams Open
Dowel action of the longitudinal reinforcement in RC beams without and with small amounts of shear reinforcement is typically considered a constant shear contribution determined from the splitting strength of the concrete cover. However, i…
View article: Deep Reinforcement Learning-based Online Resource Management for UAV-Assisted Edge Computing with Dual Connectivity
Deep Reinforcement Learning-based Online Resource Management for UAV-Assisted Edge Computing with Dual Connectivity Open
Mobile Edge Computing (MEC) is a key technology towards delay-sensitive and computation-intensive applications in future cellular networks. In this paper, we consider a multi-user, multi-server system where the cellular base station is ass…
View article: Deep Reinforcement Learning-based Online Resource Management for UAV-Assisted Edge Computing with Dual Connectivity
Deep Reinforcement Learning-based Online Resource Management for UAV-Assisted Edge Computing with Dual Connectivity Open
Mobile Edge Computing (MEC) is a key technology towards delay-sensitive and computation-intensive applications in future cellular networks. In this paper, we consider a multi-user, multi-server system where the cellular base station is ass…
View article: Deep Reinforcement Learning-based Online Resource Management for UAV-Assisted Edge Computing with Dual Connectivity
Deep Reinforcement Learning-based Online Resource Management for UAV-Assisted Edge Computing with Dual Connectivity Open
Mobile Edge Computing (MEC) is a key technology towards delay-sensitive and computation-intensive applications in future cellular networks. In this paper, we consider a multi-user, multi-server system where the cellular base station is ass…
View article: Design‐oriented nonlinear‐elastic buckling analysis of reinforced concrete wall structures using convex optimization
Design‐oriented nonlinear‐elastic buckling analysis of reinforced concrete wall structures using convex optimization Open
The structural response of slender reinforced concrete (RC) structures may be highly nonlinear due to cracking, reinforcement yielding, and geometrically nonlinear effects. While advanced models can simulate the detailed response of such s…
View article: Dowel action of the tensile reinforcement in RC beams without shear reinforcement: Novel experimental investigation and mechanical modelling
Dowel action of the tensile reinforcement in RC beams without shear reinforcement: Novel experimental investigation and mechanical modelling Open
Dowel action is a well-known phenomenon in shear-related problems within structural concrete. The tests previously reported in the literature to evaluate this contribution in reinforced concrete beams without shear reinforcement were condu…
View article: Design and assessment of concrete structures with strut‐and‐tie models and stress fields: From simple calculations to detailed numerical analysis
Design and assessment of concrete structures with strut‐and‐tie models and stress fields: From simple calculations to detailed numerical analysis Open
The introduction of strut‐and‐tie models in fib Model Code 1990 as a design basis for discontinuity regions constituted a significant step toward promoting consistent design methods for reinforced concrete structures. In fib Model Code 201…
View article: Strength-based material layout optimization of solid reinforced concrete
Strength-based material layout optimization of solid reinforced concrete Open
Whether monetary, environmental, or otherwise, the cost of the structure is always an important aspect when designing reinforced concrete. A structure with a low cost is desirable, but other considerations must be made. First and foremost,…
View article: Stress fields and strut-and-tie models as a basic tool for design and verification in second generation of Eurocode 2
Stress fields and strut-and-tie models as a basic tool for design and verification in second generation of Eurocode 2 Open
Within the frame of the revision of the Eurocode 2 for concrete structures, the section devoted to strut-and-tie design has been updated to enhance its applicability, its consistency with other sections and its ease-of-use. As a result, a …
View article: The influence of small amounts of shear reinforcement on the shear‐transferring mechanisms in <scp>RC</scp> beams: An analysis based on refined experimental measurements
The influence of small amounts of shear reinforcement on the shear‐transferring mechanisms in <span>RC</span> beams: An analysis based on refined experimental measurements Open
Small amounts of shear reinforcement are often assumed to increase the shear capacity of RC beams, compared to an identical beam without shear reinforcement. However, in a recent experimental campaign, the shear capacity of beams with a sh…
View article: A shell element for design‐oriented elasto‐plastic analysis of reinforced concrete wall structures using convex optimization
A shell element for design‐oriented elasto‐plastic analysis of reinforced concrete wall structures using convex optimization Open
The iterative nature of the design processes for building structures requires computational models to be robust, efficient, and accessible while reflecting the actual structural behavior with sufficient accuracy. For limit state analysis o…
View article: Modelling stability of reinforced concrete walls applying convex optimization
Modelling stability of reinforced concrete walls applying convex optimization Open
Due to time constraints on structural design processes, modelling and computational complexityis often a key concern in limit state analysis of reinforced concrete (RC) structures, causing practitioners tochoose efficient but inaccurate me…
View article: Validation of reinforced concrete pile caps using non-linear finite element analysis and finite element limit analysis
Validation of reinforced concrete pile caps using non-linear finite element analysis and finite element limit analysis Open
Analysis methods based on the rigid-plastic material models, such as the strut-and-tie method (STM), are often used to validate the designs of solid reinforced concrete structures in the ultimate limit state. However, the validation can be…
View article: Convex and effective yield surfaces for numerical rigid plastic limit analysis of reinforced concrete structures with in-plane forces
Convex and effective yield surfaces for numerical rigid plastic limit analysis of reinforced concrete structures with in-plane forces Open
Many reinforced concrete structures are validated in the ultimate limit state (ULS) using analysis methods based on the theorems of plasticity and the rigid-plastic material model.The rigid-plastic material model significantly simplifies t…
View article: Rigid-plastic optimization of solid reinforced concrete structures
Rigid-plastic optimization of solid reinforced concrete structures Open
Design of solid reinforced concrete structures, e.g., piers and pile caps, is primarily performed using simple hand calculation methods such as the strut-and-tie method. This may lead to designs which are conservative regarding the load-be…
View article: Influence of hemp retting on the hydration of ordinary Portland cement (OPC) and the properties of hemp wood-OPC concrete
Influence of hemp retting on the hydration of ordinary Portland cement (OPC) and the properties of hemp wood-OPC concrete Open
This work shows the influence of hemp retting on the hydration of Ordinary Portland Cement (OPC) and the properties of Hemp-OPC concrete. Hemp is a very efficient thermal insulating material (Lambda = 0.055 W/m.K.). Hemp is also a powerful…
View article: Solid finite element limit analysis for modelling of pile caps
Solid finite element limit analysis for modelling of pile caps Open
Solid reinforced concrete structures such as pile caps are generally designed using simple hand calculation methods originally developed for two-dimensional problems. These methods are not necessarily suited for the design of three-dimensi…