Estimation of elastic and inelastic seismic behavior of reinforced concrete framed structuresAsian Journal of Civil Engineering - - Trang 1-12 - 2023
Rachana Bajaj, Shalini Yadav
The paper titled “Estimation of Elastic and Inelastic Seismic Behavior of Reinforced Concrete Framed Structures” aims to investigate the seismic performance of reinforced concrete framed structures using both elastic and inelastic analysis methods. The study focuses on developing a reliable and accurate method to estimate the seismic behavior of such structures under different levels of seismic lo...... hiện toàn bộ
Influence of load position on critical lateral torsional buckling moment of laterally restrained beam at tense flangeAsian Journal of Civil Engineering - Tập 19 - Trang 839-848 - 2018
T. Belaid, F. Ammari, R. Adman
This paper presents an alternative computation approach for the critical moment of lateral-torsional buckling of a simply supported steel beam with continuous lateral elastic restraint. The total potential energy is first established for the lateral-torsional buckling of beams under uniform bending moment and uniform loading. By introducing dimensionless parameters, the dimensionless critical buck...... hiện toàn bộ
Performance analysis of machine learning-based prediction models for residential building construction wasteAsian Journal of Civil Engineering - Tập 24 - Trang 3265-3276 - 2023
Akshay Gulghane, R. L. Sharma, Prashant Borkar
The process of anticipating the amount of waste that will be produced during construction projects can help in reducing the overall waste. In order to make accurate predictions, it is crucial to estimate the amount of waste generated at each stage of the project. This study aimed to develop prediction models to estimate the amount of construction waste at different stages of the construction proje...... hiện toàn bộ
Prediction of wall pressures and stresses developed by grainy materials in cylindrical ferrocement silo in static conditionAsian Journal of Civil Engineering - Tập 22 - Trang 1235-1248 - 2021
C. P. Patel, Sunil Kute
Ferrocement (FC) is the most inexpensive and suitable substitute to conventional reinforced concrete. It has number of industrial applications. The flat bed and hopper bed silos are used in industry for various functions. Prediction of wall pressures and stresses developed by grainy materials in cylindrical ferrocement silo in the static condition govern its stability and safety. This paper presen...... hiện toàn bộ
Bayesian probabilistic seismic hazard analysis with respect to near-fault effectsAsian Journal of Civil Engineering - Tập 20 - Trang 341-349 - 2018
Majid Rahimi, Aliakbar Yahyaabadi
Uniform hazard spectrum (UHS) provides a set of spectral accelerations at various periods which have the same probability of exceedance. In this research, UHS for Bojnord region was determined based on the Bayesian concept as a powerful approach in considering and combining randomness and uncertainties. Source-to-site geometry parameters were included in the seismic hazard analysis to consider the...... hiện toàn bộ
Anchorage length of reinforcing bars in tension: an assessment of the Australian Standard AS 3600:2018Asian Journal of Civil Engineering - Tập 21 - Trang 411-420 - 2019
Maruful Hasan Mazumder, Raymond Ian Gilbert, Zhen-Tian Chang
When designing a reinforced concrete member for strength, ductility and robustness, it is essential that a sufficient length of reinforcement is developed on both sides of a critical section in a zone of tension. The specifications of the existing codes of practice for calculating the development length of reinforcement are statistically based on test data mostly from small-scale pull-out and beam...... hiện toàn bộ
Seismic evaluation of reinforced concrete structures infilled with masonry infill wallsAsian Journal of Civil Engineering - Tập 20 - Trang 961-981 - 2019
Mohamed Magdi Abdelaziz, Mohamed Sayed Gomma, Hany El-Ghazaly
The current research work aims to investigate the seismic performance of the reinforced concrete structures fully, as well as, partially infilled with masonry infill (MI) walls. For that, a numerical study of three groups of two-dimensional framed structure has been conducted under dynamic time–history analysis. The three building groups are classified as nine, six and three stories representing h...... hiện toàn bộ
An experimental study on axial behavior of CFRP-strengthened RC rectangular columns with variable slenderness ratioAsian Journal of Civil Engineering - Tập 22 - Trang 263-275 - 2020
Giridhar N. Narule, Abhay N. Bambole
In the construction industry, carbon fiber-reinforced polymer (CFRP) composites are widely used for retrofitting and rehabilitation of reinforced concrete (RC) rectangular columns to enrich the service life of structures. The CFRP-confined RC rectangular column with a variable slenderness ratio has limited design provisions in available design codes. The aim of the current experimental work is to ...... hiện toàn bộ