Titlebook: Recent Advances in Structural Health Monitoring and Engineering Structures; Select Proceedings o Le Thanh Cuong,Amir H. Gandomi,Samir Khati

Outspoken

Effect of Longitudinal Steel Reinforcement on Shear-Flexural Behavior of Hybrid GFRP/Steel-Reinforcand steel bars under shear-flexural bending. A total of four reinforced concrete (RC) beams were manufactured and subjected to four-point bending tests, with a shear span to equivalent depth ratio (.) of 3.65. Different ratios of longitudinal steel reinforcement, ranging from 0 to 1.01%, were analyz

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Simulation for a Low-Rise Masonry House Using Seismic Isolator with and Without S-shaped Steel Dampd device consisting of an?unbonded seismic isolator and shape memory alloy, hybrid fraction yielding elastomeric bearing, and rubber bearing with slit damper devices. In this paper, to increase the?dissipative energy capacity of isolation devices and decrease the superstructure displacement, the nov

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敲詐

Structural Dynamic Analysis of Huqiu Pagoda Under the Influence of Earthquake,y earthquakes. Many experts and scholars have proposed lots of feasible schemes for the simulation analysis of masonry pagoda fragility, among which finite element numerical simulation is representative. At the same time, in order to help non-professionals quickly assess the collapse mechanism of ma

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Complement

Novel Continuous Limit Analysis Modeling with Deformable Polygon Discretization,rom the idea of finite element analysis. Usually, in this approach, the freedom of the degrees is assigned at the nodes. However, such a theory will limit the shape of the elements, which is only applicable to solving triangular mesh. In this paper, we propose a novel approach based on the idea of c

PAEAN

Reliability Analysis for Tension and Compression Designs of Steel Truss Elements Using Vietnamese Cestigations, the suitability of the load and the resistance factors currently specified in the design codes are examined. For this purpose, two truss structures are first designed using the load and actions code (TCVN 2737-2020) and the current design code for steel structures (TCVN 5575-2012). Mont