Computing steel frame analysis of behavior semi-rigid connection

Efendi, Aco Wahyudi

doi:10.47679/ijasca.v2i1.17

Cited by 3 publications

(3 citation statements)

References 2 publications

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“…W. Efendi, , 2022aA. W. Efendi, , 2022bA. W. Efendi, , 2022dElsanadedy et al, 2021;Gullett et al, 2020;Okafor et al, 2020;Song et al, 2017).…”

Section: Finite Element Methods (Fem)unclassified

Simulation of fire exposure behavior to building structural elements using LISA FEA V.8.

Efendi¹

2023

ijasca

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The purpose of this work is to evaluate the most generally used techniques for measuring the thermal conductivity of concrete, as well as to consider the variables influencing the thermal conductivity of cement-based materials. Based on previous research indicating that the pattern of heat flow can be modeled in a numerical analysis program and provide a hue of coverage and differences in indoor temperature conditions, as well as the impact that occurs on several elements in the room, a heat simulation analysis was performed in this study due to a fire. The researchers in this study simulated the flow pattern from the temperature that occurred due to fire in a room measuring 4000x4000 mm with a wall thickness of 200 mm with Hebel/light brick material, floor plate thickness was 120 mm, and the size of the building column structural elements was 400x400 mm with the material reinforced concrete. According to the simulation results of a fire that occurred in the middle of the room with two conditions for installing hebel walls, namely covering the building structure columns and those behind the building structure columns, there is an increase in the temperature of the column with a ratio of 1.062 in the two conditions where the temperature of the wall lining the column is 6.28% lower than the temperature of the wall behind the column, while the heat flux magnitude that occurs is lower.

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“…W. Efendi, , 2022aA. W. Efendi, , 2022bA. W. Efendi, , 2022dElsanadedy et al, 2021;Gullett et al, 2020;Okafor et al, 2020;Song et al, 2017).…”

Section: Finite Element Methods (Fem)unclassified

Simulation of fire exposure behavior to building structural elements using LISA FEA V.8.

Efendi¹

2023

ijasca

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“…It frequently generates over 20,000 equations, which is a very large quantity. Therefore, this strategy has little application unless a suitable computer is used (Chen et al, 2021;Efendi, 2022c;Elsanadedy et al, 2021;Gullett et al, 2020;Leslie et al, 2019;Singh & Harsha, 2018;Wang et al, 2022).…”

Section: Finite Element Methods (Fem)mentioning

confidence: 99%

Characteristic behavior of soil using bacterial biogrouting with LISA FEA V.8.

Efendi

2023

ijasca

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The increasingly widespread use of micro-bacteria in research to improve soil characteris-tics in the world of construction and also provide a significant increase in soil carrying ca-pacity so that this kind of research makes a very good contribution where the material and mixing object are natural materials, namely in the form of bacteria. This study used the finite element method with the help of LISA V.8 FEA (Li-cense), a finite element method software package, to obtain the stress arising from existing soil ma-terial with soil material that has been mixed with mycobac-teria or the biogrouting method. According from the results of the analysis using numerical analysis using the finite el-ement method LISA V.8 FEA program, it can be seen that there is a reduc-tion in the oc-currence of settlement after adding the two bacteria which have been aged for 30 days with a reduction in soil settlement of 2.9-2.27 mm de-spite an increase in stress. ranging from 58.3 to 69.4 kN/m2.

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“…Diskritisasi harus dimungkinkan dengan komponen satu lapis (komponen garis), dua lapis (komponen bidang) atau tiga lapis (komponen volume/kontinuum). Pendekatan ini menggunakan komponen kontinum untuk menentukan jawaban yang mendekati kenyataan (Carbonell et al, 2022;Chen et al, 2021;A. W. Efendi, 2022b;Recep & Sedat, 2021;Tong et al, 2017).…”

Section: Metode Elemen Hingga (Fem)unclassified

The Settlement Behavior Using Replacement Embankment with Mortar Foam and Geofoam using LISA FEA

Efendi

2023

NuCE

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The IKN area, especially in the dock and stockyard construction area, is in an area with soft surface soil and requires several options for handling the stockyard area with several materials that are being widely used and easy methods and provide economic value in development. The use of geoform can increase the CBR value of native soil and the use of geofoam as embankment material provides a higher safety factor value with a smaller deformation value besides that the foam mortar material contributes to a small decrease and stress on the surface of the native soil. This study provides a behavioral review of the vertical settlement and stresses that occur in the soil and gives special behavior to the Geofoam material in the presence of hydrostatic forces. The largest settlement that occurred was 0.0961 m on the surface of the foam mortar, while on the existing soil surface a settlement of 0.0288 m occurred, while the largest settlement that occurred was 0.04254 m on the surface of the geofoam, while on the existing soil surface a settlement of 0.0277 m occurred.

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Computing steel frame analysis of behavior semi-rigid connection

Cited by 3 publications

References 2 publications

Simulation of fire exposure behavior to building structural elements using LISA FEA V.8.

Simulation of fire exposure behavior to building structural elements using LISA FEA V.8.

Characteristic behavior of soil using bacterial biogrouting with LISA FEA V.8.

The Settlement Behavior Using Replacement Embankment with Mortar Foam and Geofoam using LISA FEA

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