• Determination of Physical and Mechanical Properties of Fibre-Reinforced Coconut Shell Concrete 

  Odeyemi, Samson Olalekan؛ Durosinlorun, Akeem؛ Wilson, Uwemedimo (University of Tehran, 2024-12-01)

  This study investigates the potential of using Elephant Grass Straw (EGS) as a reinforcing fibre in Coconut Shell Concrete (CSC) to enhance its mechanical properties. CSC, with a target compressive strength of 20 N/mm², ...

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• Reviewers 

  پدیدآور نامشخص (University of Tehran, 2024-12-01)

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• The Effects of Longitudinal Dimension in Three Dimensional Slope Stability Analysis 

  Kumar, Sumit؛ Choudhary, Shiva؛ Burman, Avijit (University of Tehran, 2024-12-01)

  Of late, three dimensional slope stability analysis has gained popularity among the geotechnical engineers so that the actual response of slope failure, which essentially occurs in 3D, can be captured. However, three ...

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• Influence of Variation of Soil Properties in Bearing Capacity and Settlement Analysis of a Strip Footing Using Random Finite Element Method 

  KUMAR, Vinay؛ Burman, Avijit؛ Portelinha, F. H. M.؛ Kumar, Manish؛ Das, Guru (University of Tehran, 2024-12-01)

  This study analyzes bearing capacity and settlement for a strip footing at the proposed nit Patna Bihta campus site. It uses the Random Finite Element Method (RFEM) based software, which combines viscoplastic finite element ...

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• Development and Evaluation of a Computer-Aided Educational Platform for Advancing Understanding of Slope Stability Analysis 

  Afrazi, Mohammad؛ Razavi, Mehrdad؛ Monjezi, Masoud؛ Bhatawdekar, Ramesh؛ Mohamad, Edy Tonnizam (University of Tehran, 2024-12-01)

  Computer-aided educational platforms are of paramount importance as they provide students and engineers with interactive and personalized learning experiences, catering to their individual needs and enhancing their academic ...

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• Construction Pre and Post Analyses of Air Quality Parameters (PM2.5, PM10 and CO) and Noise Levels: A Case Study of Lal Shahbaz Qalandar Underpass, Lahore, Pakistan. 

  Azhar, Urmia؛ Shahid, Saman (University of Tehran, 2024-12-01)

  Daily high traffic loads were reported at junctions, resulting in increased fuel consumption and air pollution at the Lal Shahbaz Qalandar underpass in Lahore. The post-EIA monitoring of Carbon Monoxide (CO), Particulate ...

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• Development and Testing of a Novel High-Damping Chlorobutyl Rubber for Structural Viscoelastic Damper Devices 

  Roshan-Tabari, Farnoosh؛ Toopchi-Nezhad, Hamid؛ Hashemi-Motlagh, Ghodratollah (University of Tehran, 2024-12-01)

  The main objective of this study is to modify the blend formulation of a Chlorobutyl rubber compound to improve its damping properties for structural applications. A new rubber composite was created by adding Acrylonitrile ...

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• Microstructural Investigation of Compressive Strength and Permeability of Concrete Containing Fly Ash in the Marine Environment of the Persian Gulf 

  Amiri, Mohammad؛ Mandegari, Mostafa؛ Karimi, Hadis (University of Tehran, 2024-12-01)

  Investigating the impact of fly ash on concrete strength and durability in the challenging marine environment of the Persian Gulf is crucial due to sulfate attacks and salt effects. This study aims to enhance the lifespan ...

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• Hyperelastic Models for PET Woven Geotextiles in Civil Engineering: Framework and Insights 

  Belhadj, Fatma؛ Belhadj, Ahmed؛ Chabaat, Mohamed (University of Tehran, 2024-12-01)

  The material properties of geotextiles play a significant role in shaping the long-term behavior of reinforced soils, potentially leading to issues like instability and excessive deformation. To address these challenges, ...

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• Dynamic Analysis of Thermal Crack Propagation in Roller-Compacted Concrete Dams Considering Rotational Component of Ground Motion 

  Tavakoli, Hamidreza؛ Mofid, Taghi؛ Dehestani, Mehdi (University of Tehran, 2024-12-01)

  In the construction of Roller compacted Concrete Dams (RCD), two types of internal and external concrete are used; thermal cracks are occurred due to hydration of various cements in this type of dams. Ignorance of this ...

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• Seismic Assessment of Base-Isolated Structure Under a Sequence of Near-Fault Earthquake Records 

  Yousef, Isam؛ Al-Nawaiseh, Mohammad؛ Al-Rawashdeh, Mohammad (University of Tehran, 2024-12-01)

  This paper investigates the performance and efficacy of Quintuple Friction Pendulum (QTFP) isolators under a sequence of near-fault foreshock, mainshock and aftershock earthquake events. The QTFP isolator is an advanced ...

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• Machine Learning-Based Estimation of Concrete Compressive Strength: A Multi-Model and Multi-Dataset Study 

  Hoang, Nhat؛ Tran, Duc (University of Tehran, 2024-12-01)

  Concrete is a commonly used construction material due to its favourable engineering properties, such as high compressive strength, good durability, and resistance to corrosion. Accurate predictions of the compressive ...

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• Feasibility of Using Electric Induction Furnace Steel Slag and Copper Slag in the Production of Hot Mix Asphalt 

  Chaubey, Neeraj؛ Mishra, Arun (University of Tehran, 2024-12-01)

  Industries produce large amounts of electric induction furnace steel slag (EIF) and copper slag (CuS) as waste, and their disposal poses serious economic and environmental issues. The use of these slags in pavement could ...

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• Comparative Study of the Effects of Key Factors on Concrete-to-Concrete Bond Strength 

  Mack, Vahag؛ Salehfard, Reza؛ Habibnejad Korayem, Asghar (University of Tehran, 2024-06-01)

  This study aims to investigate the effects of key parameters on the interfacial bond strength between two concrete members. Different types of overlay in terms of strength (normal-strength concrete, high-strength concrete), ...

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• Determination of DBTT of Functionally Graded Steels Using Artificial Intelligence 

  Anjali, Kumari؛ Yesilyurt, Sefa؛ Samui, Pijush؛ Dalkilic, Huseyin؛ Katipoglu, Okan (University of Tehran, 2024-06-01)

  This study applied three Artificial Intelligence (AI) models to project the Ductile to the Brittle Transition Temperature (DBTT) of Functionally Graded Steels (FGS). These prediction models are Minimax Probability Machine ...

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• Pushover Analysis of Reinforced Concrete Moment-Resisting Frames to Account for the Variations of Axial Forces on the Moment Curvature Properties 

  Samadi, Nadieh؛ Aghayari, Reza؛ Izadpanah, Mehdi (University of Tehran, 2024-06-01)

  Nonlinear static (pushover) analysis is widely used for analyzing structures, especially in the performance-based design method. Increasing the lateral load in pushover analysis causes changing the axial forces of beam-column ...

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• Effective Location of Shear Walls in High-Rise RCC Buildings Subjected to Lateral Loads 

  Shukla, K.؛ K, Nallasivam (University of Tehran, 2024-06-01)

  The main objective of this research is to identify buildings with and without shear walls that adequately resist lateral load by utilizing finite element-based ETABS software that can minimize the displacement and drift ...

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• Predicting the Fluctuation of Travel Time Reliability as a Result of Congestion Variations by Bagging-Based Regressors 

  Afandizadeh, Shahriar؛ Amoei Khorshidi, Navid؛ Mirzahossein, Hamid؛ Shakoori, Samim (University of Tehran, 2024-06-01)

  Travel time reliability affects the behavior of passengers in private or public transportation and can be seen as an important factor in the context of freight transportation. The main cause of travel time oscillation, ...

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• Comparison of the Mechanical Performance of Concrete Reinforced with Recycled Steel Fibers from Waste Tires and Hooked-End Steel Fibers at Ambient and High Temperatures 

  Modarres, yaghout؛ Ghalehnovi, Mansour (University of Tehran, 2024-06-01)

  In this experimental study, a mechanical and economic analysis has been done to investigate the performance of recycled steel fibers (RSF) from waste tires. Two types of recycled fibers, including Recycled Steel Fibers ...

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• A Novel Method for Modal Analysis of Dam-Reservoir Systems 

  Rezaiee-Pajand, Mohammad؛ Sadegh Kazemiyan, Mohammad؛ Mirjalili, Zahra (University of Tehran, 2024-06-01)

  For dynamic modal analysis of the gravity dams, it is required to solve the non-symmetric eigenvalue problem which is a time-consuming process. This paper aims to propose a new procedure for this purpose. In this novel ...

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