Results 121 to 130 of about 2,096,261 (293)
Experimental investigation on the effect of nano-silica on reinforced concrete Beam-column connection subjected to Cyclic Loading. [PDF]
Shyamala G +5 more
europepmc +1 more source
[Reinforced concrete use in European buildings]
This record was harvested from a previous catalogue system and will be withdrawn in 2025. Information in this record may be superseded or incomplete.
Reinforced Concrete and Monier Pipe Construction Co. Pty Ltd
core
ABSTRACT Five lap‐spliced circular hoop (CH) concrete bridge columns, designed in accordance with the current Japanese bridge design code and Taiwan bridge design practice, were tested in this study to investigate the effects of longitudinal reinforcement and aspect ratios on deteriorated hysteresis behavior.
Ping‐Hsiung Wang +2 more
wiley +1 more source
The finite element analysis of reinforced concrete coupled shear walls [PDF]
Includes bibliographical references.This thesis is entitled 'The Finite Element Analysis of Reinforced Concrete Coupled Shear Walls', and contains an investigation_ into the use of the finite element analysis technique in predicting the behaviour of ...
Richardson, B W
core +1 more source
Research on an Optimized Evaluation Method of the Bearing Capacity of Reinforced Concrete Beam Based on the Bayesian Theory. [PDF]
Wang L, Xiao Z, Yu F, Li W, Fu N.
europepmc +1 more source
ABSTRACT Higher‐mode effects can significantly amplify seismic demands in high‐rise buildings, causing unintended damage over the building height. Engineered mechanisms are introduced at the base of these structures to mitigate higher‐mode effects. Existing continuum formulations for base‐flexible buildings commonly idealize the superstructure as a ...
Mohammad Hossein Asadi Jafari +2 more
wiley +1 more source
Machine learning models development for shear strength prediction of reinforced concrete beam: a comparative study. [PDF]
Yaseen ZM.
europepmc +1 more source
ABSTRACT Earthquakes often occur in clusters (foreshocks, mainshocks, and aftershocks) and can lead to cumulative structural damage. Many studies have extended traditional performance‐based earthquake engineering (PBEE) to account for damage accumulation in multiple mainshock‐aftershock (MS‐AS) sequences using Markov chain processes and state‐dependent
Babak Ghods, A. H. M. Muntasir Billah
wiley +1 more source
This thesis presents a new concept in steel-concrete-steel sandwich construction in which a bi-directional corrugated-strip core is proposed as an alternative inclined shear connector.
Leekitwattana, M., Leekitwattana, Manit
core +1 more source
Comparative Study on the Behavior of Reinforced Concrete Beam Retrofitted with CFRP Strengthening Techniques. [PDF]
Tiwary AK +8 more
europepmc +1 more source

