Article Per Year (5 Year)
p-Index From 2021 - 2026
0
P-Index
This Author published in this journals
All Journal Journal of Civil Engineering WAKTU: Jurnal Teknik UNIPA
Ananta Sigit Sidharta
Unknown Affiliation
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering Transportation

Published : 2 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 2 Documents
Search

 1 
STUDI RESPON HARMONIS PONDASI MESIN TIPE PORTAL DENGAN SISTEM JEPIT DAN SSI Muhammad Imaduddin; Ananta Sigit Sidharta
WAKTU Vol 15 No 1 (2017): Waktu: Jurnal Teknik UNIPA
Publisher : Fakultas Teknik , Universitas PGRI Adi Buana Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36456/waktu.v15i1.427

Abstract

Bidang struktur dan Geoteknik mempunyai hubungan yang erat dalam analisis struktur teknik sipil. Beberapa analisis yang dilakukan secara mandiri pada bidang-bidang tersebut sering kali hasilnya kurang akurat. Untuk mendapatkan perilaku yang realistis dari struktur atas, tanah dasar harus dimodelkan dengan baik. Di sisi lain, dibutuhkan pemodelan struktur yang lebih baik untuk mendapatkan respon tanah yang tepat. Untuk mendapatkan perilaku yang tepat dari struktur dan tanah dalam satu model, model yang di analisis harus menyertakan interaksi tanah-struktur yang baik. Struktur yang ditinjau adalah pondasi mesin tipe portal yang terletak di atas lempung lunak. Respon yang terjadi dibandingkan dengan respon struktur yang perletakannya jepit untuk mendapatkan suatu kondisi di mana pondasi bisa dianggap sebagai struktur dengan perletakan jepit dengan tetap memperhitungkan terjadinya efek SSI. Kondisi ini tercapai pada model dengan perbandingan lebar-tinggi portal yang berbanding lurus terhadap perbandingan kekakuan balok-kolom pada skala logaritmis dengan kemiringan garis -1,13.
HARMONIC RESPONSE EVALUATION OF FRAME-TYPED MACHINERY FOUNDATION USING FIXED-END SUPPORTS AND SOIL-STRUCTURE INTERACTION Muhammad Immaduddin; Hidayat Soegihardjo M.; Ananta Sigit Sidharta
Journal of Civil Engineering Vol. 29 No. 2 (2009)
Publisher : Institut Teknologi Sepuluh Nopember (ITS)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/j20861206.v29i2.7610

Abstract

It has been generally recognized that the interaction between soil and structure can indeed affect the response of structure, especially for those structures founded on relatively flexible soil. Flexibility foundation caused by soil movement below, often becomes important factor in structural design and it will give more useful and realistic model. Therefore, the inclusion of soil-structure interaction (SSI) effect is particularly important in the analysis of structures subject to dynamic loads. A structures of Framed type machinery foundation structure built on soft clay was used as a model. It’s response was compared to fixed-base model in order to find-out the fixed-base condition model, in which it gave a result that was closed to SSI result responses that considering soil-structure interaction effect could be analyzed using fixed-base model. The condition was reached on model with length-height ratio of frame has non linear relation to beam-column stiffness ratio but it was almost liniear with gradient -1.13 on semi logarithmic scale.
Co-Authors Hidayat Soegihardjo M. Muhammad Imaduddin Muhammad Immaduddin