Welcome to Bilingual Publishing Group
Page Header
  • Login / Register
Skip to main content Skip to main navigation menu Skip to site footer
Journal of Architectural Environment & Structural Engineering Research
  • Home
  • Current Issue
  • All Issues
  • About
    • About the Journal
    • Author Guidelines
    • APC
  • Announcements
  • Editorial Team
  • Contact
Submit an Article

Make a Submission

Submit an Article

About

Focus and Scope

Open Access Policy

Peer-Review Process

Production and Publication

Publication Frequency and Language

APC Payment

Indexing & Archiving

Editorial Policies

Reviewer Responsibilities

Publishing Ethics

Plagiarism

Withdrawal Policy

Conflict of Interest

Advertising Policy

Disclaimer

Most Viewed
  • Time-varying Reliability Analysis of Long-span Continuous Rigid Frame bridge under Cantilever Construction Stage based on the Monitored Strain Data
    1560
  • Maintenance Management Research of a Large-span Continuous Rigid Frame Bridge Based on Reliability Assessment by Using Strain Monitored Data
    1400
  • Effectiveness of Urban Farming Program in Providing Multiple Benefits to the Urban Community in Malaysia
    1241
  • Design and Development of a New Lightweight High-speed Stacker
    1088
  • A Comparative Analysis for Land Utilization:Steel and R/C Interlaced Structures
    1074
Tweets by @bilingual_pub

Information

  • For Readers
  • For Authors
  • For Librarians
  1. Home /
  2. Search

Search

Advanced filters
Published After
Published Before

Search Results

Found 12 items.
  • Mechanical Properties of Polypropylene Fiber Reinforced Concrete under Elevated Temperature

    Vikas Patel, Brijesh Singh, P N Ojha, Sahara Adhikari
    45-53

    Article ID: 3296
    397  (Abstract) 46  (Download)

    Apart from many advantages, High Strength Concrete (HSC) has disadvantages in terms of brittleness and poor resistance to fire. Various studies suggest that when polypropylene (PP) fibers are uniformly distributed within concrete, they play an active role in improving spalling resistance of concrete when exposed to elevated temperature while having no adverse effect on its...

    2021-06-30
  • A Comparative Analysis for Land Utilization:Steel and R/C Interlaced Structures

    Kasim A Korkmaz, Saadet Toker Beeson, Mohammed Elgafy
    1-7

    Article ID: 1940
    1074  (Abstract) 45  (Download)

    In architecture, interlace structural concept is considered as a new design approach for cosmopolitan cities with high density to minimize the land use and increase the interaction. With various architectural approach, land resources can be minimized by this interlace concept for residential complexes. Such buildings will eliminate the reduction of land resource problem and on...

    2020-07-24
  • Seismic Response Modification Factorof Reinforced Concrete Frames Basedon Pushover Analysis

    Amira Elyamany Mohamed, Walid A Attia, Wael M. El-Degwy
    30-38

    Article ID: 818
    724  (Abstract) 56  (Download)

    Response modification factor is an essential factor in seismic analysis to provide economic design of reinforced concrete structures. Base shear force is divided by the response modification factor to consider the ability of the structure to dissipate energy through plastic hinges. The current study investigates the effects of changing some parameters on response modification factor...

    2019-08-23
  • Prospects of Partial Substitution of Cement with Rice Husk Ash for Road Concrete Works

    Chidozie Maduabuchukwu Nwakaire, Chukwurah Henry Aginam, Chinenye Alfred Chidolue
    17-25

    Article ID: 2223
    1030  (Abstract) 44  (Download)

    Rice Husk Ash (RHA) has been found as a potential partial replacement for cement in concrete. This study attempts to make an evidence based evaluation of the sustainability and benefits of RHA utilisation as partial replacement of cement in road concrete works within Anambra State of Nigeria. The ashes of the rice husks collected from...

    2020-08-12
  • Strength & Conduct of Reinforced Concrete Corner Joint under Negative Moment Effect

    Rasha A Waheeb
    10-17

    Article ID: 3607
    430  (Abstract) 56  (Download)
    The aim of our study is to reveal the effect of steel reinforcement details,tensile steel reinforcement ratio, compressed reinforcing steel ratio,reinforcing steel size, corner joint shape on the strength of reinforcedconcrete Fc' and delve into it for the most accurate details and concreteconnections about the behavior and resistance of the corner joint ofreinforced concrete, Depending...
    2021-11-05
  • Mechanical and Microstructural Analysis of Waste Ceramic Optimal Concrete Reinforced by Hybrid Fibers Materials: A Comprehensive Study

    Hadee Mohammed Najm, Shakeel Ahmad, Rehan Ahmad Khan
    11-33

    Article ID: 4794
    244  (Abstract) 29  (Download)

    Combining different types of fibers inside a concrete mixture was revealed to improve the strength properties of cementitious matrices by monitoring crack initiation and propagation. The contribution of hybrid fibers needs to be thoroughly investigated, considering various parameters such as fibers type and content. The present study aims to carry out some mechanical...

    2022-09-01
  • Experimental Shear Study on Reinforced High Strength Concrete Beams Made Using Blended Cement

    Brijesh Singh, VIKAS PATEL, P. N. Ojha, Amit Trivedi, V V Arora
    9-16

    Article ID: 4064
    365  (Abstract) 39  (Download)
    With the increased application of High Strength Concrete (HSC) inconstruction and lack of proper guidelines for structural design in India,behavioral study of high strength concrete is an important aspect ofresearch. Research on the behavior of HSC reinforced beams with concretestrength more than 60 MPa has been carried out in the past and is stillcontinuing to...
    2022-01-13
  • Failure Evaluation of Reinforced Concrete Beams Using Damage Mechanics and Classical Laminate Theory

    José Mário Feitosa Lima, Geraldo José Belmonte dos Santos, Paulo R. L. Lima
    1-9

    Article ID: 5028
    366  (Abstract) 49  (Download)

    The prediction of the behavior of reinforced concrete beams under bending is essential for the perfect design of these elements. Usually, the classical models do not incorporate the physical nonlinear behavior of concrete under tension and compression, which can underestimate the deformations in the structural element under short and long-term loads. In the present...

    2022-10-28
  • Impact of Compaction Mode on Strength Properties of Sustainable Asphalt Concrete

    saad Issa sarsam
    3-9

    Article ID: 3598
    386  (Abstract) 36  (Download)
    Various modes of compacting the asphalt concrete mixture can createmechanically different behaviour of the prepared specimens and can alterits sustainability. An attempt has been made in the present assessment toprepare asphalt concrete specimens by implementation of three modesof compaction, the gyratory, the roller, and the Marshall hammer. Thespecimens were prepared at the target bulk density...
    2021-11-04
  • Structural Strengths of Concrete Beams Reinforced With Various Types of Steel Reinforcements

    AUDU Mohammed Taiwo, Kolade Oluwole Olarewaju
    1-5

    Article ID: 384
    371  (Abstract) 57  (Download)

    The recurrent premature failures of public infrastructure which render most constructed facilities structurally deficient and functionally obsolete require urgent attention. This paper presents the results of the investigated properties and durability of both local and imported steel reinforcing bars in Nigeria. Flexural strengths of concrete structures reinforced with steel rebar specimens and subjected to...

    2019-03-18
  • Influence of Selected Curing Techniques on Compressive Strength of Concrete From Palm Kernel Shell Ash and Ordinary Portland Cement

    Oluwatosin Babatola
    1-8

    Article ID: 3315
    373  (Abstract) 47  (Download)

    This paper discusses the findings of an experimental study on the effect of various curing procedures on the compressive strength of concrete produced by partially substituting portland cement with Palm Kernel Shell Ash (PKSA). Palm kernel shell ash was utilized in a 1:2:4 mix ratio as a partial substitute for ordinary Portland cement (OPC) at...

    2021-07-22
  • Bond Behavior between Recycled Concrete Containing CDW and Different Types of Steel Bars

    Carine N. S. Reis, Paulo R. L. Lima, Mônica B. Leite
    1-7

    Article ID: 2810
    560  (Abstract) 50  (Download)

    The operation of reinforced concrete structures is directly associated with the adhesion between the steel bar and the concrete, which allows the internal forces to be transferred to the reinforcement during the process of loading the structural elements. The modification of the concrete composition, with the introduction of recycled aggregate from construction and demolition waste...

    2021-04-28
1 - 12 of 12 items

About Us

  • History
  • Profile
  • Payment Collection Information
  • Contact and support

Further Information

  • All Journals
  • Discontinued Journals

Follow Us

  • Facebook
  • Twitter
  • LinkedIn
  • YouTube
Copyright © 2023 Bilingual Publishing Group
Disclaimer|Privacy Policy