Results 51 to 60 of about 1,301 (136)
Adapting the FlexiArch for widening a complex arch bridge [PDF]
, 2018 The 1840's Teewell Hill arch bridge, in the suburbs of Bristol, UK, was no longer adequate for increasing local traffic levels and needed to be widened.
Cook, John +3 more
core +1 more source
Modelling and Simulation in Engineering, Volume 2025, Issue 1, 2025.A numerical finite element analysis has been investigated in this paper to examine the performance of strengthened reinforced concrete (RC) columns with near‐surface mounted (NSM) fiber‐reinforced polymer (FRP) and steel bars under static and repeated loads using the finite element software ABAQUS/Standard.
Nibras Atiaa Al-Shimarry, Marco Bonopera
wiley +1 more source
Strengths of Struts and Nodal Zones for Strut-and-Tie Model Design of Reinforced Concrete Corbels [PDF]
, 2021 The strut-and-tie model (STM) method is useful for the limit state design of reinforced concrete (RC) corbels. However, for the rational design of RC corbels, designers must accurately determine the strengths of concrete struts and nodal zones to check ...
Lee, Youjong, Yun, Young Mook
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Structural Control and Health Monitoring, Volume 2025, Issue 1, 2025.The preservation of historical bridges usually requires extensive structural evaluations for possible damage detection. Therefore, effective techniques are essential for diagnosis and, consequently, proper maintenance and rehabilitation actions. The combination of techniques provides complementary data that support decision making.
Vega Perez-Gracia +8 more
wiley +1 more source
Distributions of non‐native and native plants are not determined by the same environmental factors
Ecological Solutions and Evidence, Volume 5, Issue 4, October–December 2024.Distributions of non‐native plant species are driven more strongly by anthropogenic variables than distributions of native plant species, though climate is the most powerful predictor in both species groups. Species distribution models should therefore be fitted with different variables based on the study species' degree of nativeness.
Bart Steen +4 more
wiley +1 more source
Reinforced Concrete Corbel’s Behavior using Strut and Tie Model
Journal of the Civil Engineering Forum, 2018 Reinforced concrete (RC) corbel is one of a disturbed region of elements of the structure. SNI 2847: 2013 as a guideline from Ministry of Public Works provides the design of RC corbels by the conventional method and with Strut and Tie Model (STM).
Mutmainnah Rahman Putri
doaj +1 more source
Standardisation Of Precast Concrete Members For Low-Rise Residential Framed Building [PDF]
, 2002 Precast concrete technology has become an emerging trend in Malaysian Construction Industry. Hence, there is a niche in developing a set of standardised and optimised precast concrete elements as well as connections for a speedy, affordably and better
Heng, Chiang Chew
core
Structural seismic performance of reinforced concrete block system for two storeys safe house [PDF]
, 2016 Severe earthquakes in year 2004 had caused a destructive tsunami and killed more than 170,000 people in Aceh Indonesia. The disaster raises the public awareness and demand in safe house. This paper presented the structural failure behaviour, strength and
Marsono, Abdul Kadir, Yip, Chun Chieh
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Journal of Engineering, Volume 2024, Issue 1, 2024.This study has been adopted to examine the effect of carbon fibre‐reinforced polymer (CFRP) sheet strengthening methods on the flexural behaviour of modified foamed concrete beams reinforced with different steel reinforcement ratios, and it deals with the enhancement in flexural behaviour of conventional nonstrengthened FC beams. Twelve modified foamed
Angham Nassar Jaffal +3 more
wiley +1 more source
Shock and Vibration, Volume 2024, Issue 1, 2024.This paper proposes a new beam to column connection, namely, the omnidirectional steel moment connection with through‐plate panel zone, which enables the connection of more than four beams to a column in moment frames at any arbitrary angle. The proposed connection was experimentally and numerically analyzed under cyclic loading.
Hadi Askarian +3 more
wiley +1 more source