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LEMBAR
HASIL PENILAIAN SEJAWAT SEBIDANG ATAU PEER REVIEW
KARY A ILMIAH : JURNAL ILMIAH
Judul Jurnal Ilmiah (Artikel)
Jumlah Penulis
Seismic microzonation of Semarang, Indonesia based on site response analysis using 30 M soil deposit model
Status Pengusul 4 Orang (Windu Partono, Sri Prabandiyani RW, Masyur Irsyam, Syamsul Maarit) penulis pertama/ peoolis lee / pemilis koresponaensi**
Identitas Jurnal Ilmiah a. Nama Jurnal : Jurnal Teknologi (Jumal Intemasional, Scopus) b. Nomor/ ISSN : elSSN 2180-3722 c. Vol, no, bulan, tahun d. Penerbit e. DOI artikel (Jika ada) f. Alamat web Jurnal
: Vol 78 No. 8-5, Maret 2016, ha!. 57-67 : UTM Press. : http://dx.doi.org/10. l l l l 3/jt.v78.9607
http://www.jurnaltekno logi. utm. my/ index. php/ jumaltekno lo gi/ article/view /9607
Kategori Publikasi Jurnal Ilmiah: (beri v" pada kategori yang tepat)
�Jumal Ilmiah lntemasional/ Intemasional bereputasi 0 Jumal Ilmiah Nasional Terakreditasi 0 Jurnal Ilmiah Nasional/ Nasional terindeks di DOAJ, CABI, COPERNICUS
Hasil Penilaian Peer Review
Nilai Reviewer Nilai
Komponen Rata-rata
/Nilai Akhir Yang Dinilai Reviewer I Reviewer II
yang
diperoleh a. Kelengkapan unsur isi jumal ( 10%) 3.00 3.00 3.00 b. Ruang lingkup dan kedalaman pembahasan (30%) 7.50 8.00 7.75 c. Kecukupan dan kemutahiran data/informasi dan 9.00 8.00 8.50
metodologi (30%)d. Kelengkapan unsur dan kualitas penerbit (30%) 7.50 8.00 7.75
Total = (100%) 27.00 27.00 27.00 Penulis ke 1 dari 4 = 27.00 x 60% = 16,2
Reviewer I Reviewer II
Pro Dr. . an Ay Lie, M.Eng Prof. a:1no, MS
1091985032002 NIP .195303091981031005 Unit kerja : Departemen T.Sipil FT.UNDIP Unit kerja : Departemen T.Sipil FT.UNDIP
LEMBAR
BASIL PENILAIAN SEJAWAT SEBIDANG ATAU PEER REVIEW
KARYA ILMIAH : JURNAL ILMIAH
Judul Jumal Ilmiah (Artikel) Seismic microzonation of Semarang, Indonesia based on site response analysis using 30 M soil deposit model
Jumlah Penulis Status Pengusul Identitas Jurnal Ilmiah
4 Orang (Windu Partono, Sri Prabandiyani RW, Masyur Irsyam, Syamsul Maarif) penulis pertama/ peB:11Hs ke / peaulis keFespenaeBSi** a. Nama Jumal : Jurnal Teknologi (Jurnal Intemasional, Scopus) b. Nomor/lSSN : elSSN 2180-3722 c. Vol, no, bulan, tahun : Vol 78 No. 8-5, Maret 2016, hal. 57-67 d. Penerbit : UTM Press. e. DOI artikel (Jika ada) : http://dx.doi.orwl0.11113/jt.v78.9607 f. Alamat web Jumalhttp:/�.jumalteknologi.utm.my/index.php/jumalteknologi/article/view/9607
Kategori Publikasi Jumal Ilmiah: � Jurnal Ilmiah InternasionaV Intemasional bereputasi (beri ✓ pada kategori yang tepat) D Jurnal Ilmiah Nasional Terakreditasi
0 Jumal Ilmiah NasionaV Nasional terindeks di DOAJ, CABI, COPERNICUS
Hasil Penilaian Peer Review
Nilai Maksimal Jumal Ilmiah Nasional Nasional
Komponen lnivr Terakreditasi Tidak Nilai YangYang Dinilai Terakreditasi Diperoleh
D a. Kelenl!kaoan unsur isi iurnal (10%) 4 3 b. Ruang lingkup dan kedalaman pembahasan 12 7,5 (30%) c. Kecukupan dan kemutahiran data/informasi dan 12 9 metodololti (30%) d. Kelenl!kaoan unsur dan kualitas penerbit (30%) 12 7,5
Total = (100%) 40 27
Catatan Penilaian artikel oleh Reviewer:
a) Jumal IT lengkap, daftar isi, board, reviewer index - index tennasuk scopus, penerbit juga jelas. UTM
sebagai institusi penerbit mempunyai reputasi intemasional. Para reviewer tidak semuanya memiliki
reputasi tinggi, tampak dari H index dari editor maupun reviewer yang tidak optimal. Tulisan pada
gambar - gambar tidak jelas clan ada yang tidak terbaca.
b) Bahasan terfokus pada zonasi gempa yang terbatas. Tulisan pada graftk & gambar kecil - kecil dan sulit
terbaca Ada overlapping dengan paper yang diajukan, terutama karena daerah yang dijadikan prototype,
sama
c) Pustaka cukup, informasi yang diberikan substansional. Penulisan memiliki similarity 21 % dengan point
7+3 pada basil Turnitin merujuk pada karya sebelumnya dengan sitasi.
d) Kedua paper kunci yang diajukan terbit di jumal dengan judul sama, JT. Jumal tersebut sering ada temuan
bahwa gambar-gambar berbahasa Indonesia, sehingga dapat disimpulkan proses review dan penyelesaian
atas jurnal ini di tahap final kurang baik
Penulis I = 0,6 x 27 = 16,20 Semarang,
LEMBAR HASIL PENILAIAN SEJAWAT SEBIDANG ATAU PEER REVIEW
KARYA ILMIAH : JURNAL ILMIAH
Judul Jurnal Ilmiah (Artikel)
Jumlah Penulis
Seismic microzonation of Semarang, Indonesia based on site response analysis using 30 M soil deposit model
Status Pengusul
4 Orang (Windu Partono, Sri Prabandiyani RW, Masyur Irsyam, Syamsul Maarif) penulis pertama/ pern:ilis ke / pern:ilis kerespenaensi**
Identitas Jurnal Ilmiah
Kategori Publikasi Jurnal Ilmiah: ( beri ✓ pada kategori yang tepat)
a. Nama Jurnalb. Nomor/ ISSN
c. Vol, no, bulan, tahund. Penerbite. DOI artikel (Jika ada)
: Jurnal Teknologi (Jurnal Internasional, Scopus) : eISSN 2180-3722 : Vol 78 No. 8-5, Maret 2016, ha!. 57-67 : UTM Press. : http://dx.doi.org/l0.l ll l3/jt.v78 .9607
f. Alamat web Jurnalhttp://www.jurnalteknologi.utm.my/index.php/jurnalteknologi/article/view/9607
□0
Jurnal Ilmiah Internasional/ Intemasional bereputasi Jurnal Ilmiah Nasional Terakreditasi
0 Jurnal Ilmiah Nasional/ Nasional terindeks di DOAJ, CABI, COPERNICUS
Hasil Penilaian Peer Review :
Nilai Maksimal Jurnal Ilmiah Nasional Nasional
Komponen Internasional Terakreditasi Tidak Nilai Yang Yang Dinilai
D Terakreditasi Diperoleh
D a. Kelengkaoan unsur isi iurnal (10%) 4 �
b. Ruang lingkup dan kedalaman12 c9 oembahasan (30%)
C. Kecukupan dan kemutahiran12 & data/informasi dan metodologi (30%)
d. Kelengkapan unsur dan kualitas penerbit12 c9 (30%)
Total = (100%) 40 -;>_:;_
Catatan Penilaian artikel oleh Reviewer:
a) Kelengkapan unsur isi jurnal terpenuhi, gambar 1 mirip dengan gambar penerbitan vol. 77 sebelurnnya.
b) Hanya ada 1 pustaka yang disitasi dalam pembahasan.
c) 9 dari 22 pustaka terbitan 10 tahun terakhir, penerbit Q3 dengan SJR 2016 0,158.
d) Ditemukan penulisan daftar pustaka yang salah format (pustaka 3).
Penulis 1 = 0,6 x 'Xt= /b.;2 Semarang, 19 - 01 - 2019 Reviewer
Prof. Dr.Ir. Sri Tudj no, MS. NIP. 195303091981 31005 Unit kerja: Departemen Teknik Sipil FT UNDIP
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ANNOUNCEMENTS SUBMISSIONS PUBLICATION ETHICS PENERBIT UTM PRESS UTM
Home > Archives > Vol 77, No 11
Vol 77, No 11Geotechnical and Earthquake Engineering
Chief Editor: Aminaton Marto Editorial Boards: Masayuki Hyodo, Masyhur Irsyam, Ramli Nazir, EdyTonnizam Mohamad, Kamarudin Ahmad, Fauziah Kasim, Nor Zurairahetty Mohd Yunus, Tan Choy Soon
Table of ContentsScience and Engineering
INSTRUMENTED PILE LOAD TESTING WITH DISTRIBUTED OPTICAL FIBRE STRAINSENSOR
Hisham Mohamad, Bun Pin Tee
UNCONFINED COMPRESSIVE STRENGTH AND MICROSTRUCTURE OF CLAY SOILSTABILISED WITH BIOMASS SILICA
Fauziah Kasim, Aminaton Marto, Nur Amalina Abdul Rahman, Choy Soon Tan
GENERATION OF A PAIR OF SURFACE TIME HISTORIES FOR JAKARTA USED FOREARTHQUAKE RESISTANCE DESIGN OF INFRASTRUCTURES
B.M. Hutapea, M. Asrurifak, Hendriyawan Hendriyawan, Masyhur Irsyam
STATIC RESPONSE ON LIME COLUMN AND GEOTEXTILE ENCAPSULATED LIME COLUMN(GELC) STABILISED MARINE CLAY UNDER VERTICAL LOAD
Siaw Yah Chong, Khairul Anuar Kassim, Kenny Tiong Ping Chiet, Choy Soon Tan
MODELLING THE EFFECT OF WIND FORCES ON LANDSLIDE OCCURRENCE IN BUDUDADISTRICT, UGANDA
Okello Nelson, Azman Kassim, Gambo Haruna Yunusa, Zaihasra Abu Talib
PREDICTION OF UNCONFINED COMPRESSIVE STRENGTH OF ROCKS: A REVIEWPAPER
Ehsan Momeni, Ramli Nazir, Danial Jahed Armaghani, Mohd For Mohd Amin, EdyTonnizam Mohamad
EFFECT OF SENSOR ROTATION ON ASSESSMENT OF BENDER ELEMENT APPARATUSBadee Alshameri, Aziman Madun, Ismail Bakar, Edy Tonnizam Mohamad
ROCK SLOPE ASSESSMENT USING KINEMATIC AND NUMERICAL ANALYSESMohammed Ali Mohammed Al-Bared, Rini Asnida Abdullah, Nor Zurairahetty MohdYunus, Mohd For Mohd Amin, Haryati Awang
LIQUEFACTION RESISTANCE OF SAND MATRIX SOILSChoy Soon Tan, Aminaton Marto, Ahmad Mahir Makhtar, Siaw Yah Chong, Faizal Pakir
FULL SCALE STATIC LOAD TEST ON THE SPIDER NET SYSTEMHelmy Darjanto, Masyhur Irsyam, Sri Prabandiyani Retno
EVALUATION OF VS,30 ESTIMATING MODELS FOR INDONESIAWidjojo A. Prakoso, I Nyoman Sukanta
SEGMENT’S JOINT IN PRECAST TUNNEL LINING DESIGNSiti Norafida Jusoh, Hisham Mohamad, Aminaton Marto, Nor Zurairahetty MohdYunus, Fauziah Kasim
DEVELOPMENT OF SEISMIC MICROZONATION MAPS OF SEMARANG, INDONESIAWindu Partono, Sri Prabandiyani Retno Wardani, Masyhur Irsyam, Syamsul Maarif
SHEAR STRENGTH DEGRADATION OF SEMARANG BAWEN CLAY SHALE DUE TOWEATHERING PROCESS
Idrus M Alatas, Samira A Kamaruddin, Ramli Nazir, Masyhur Irsyam, Agus Himawan
UTILIZATION OF SUGARCANE BAGASSE ASH FOR STABILIZATION / SOLIDIFICATIONOF LEAD-CONTAMINATED SOILS
Saiful Azhar Ahmad Tajudin, Aminaton Marto, Mohamad Azim Mohammad Azmi,Aziman Madun, Mohd Hazreek Zainal Abidin
SEISMIC TIME-HISTORY GROUND-MOTIONS FOR A SPECIFIC SITE IN JAKARTA PDF
I Wayan Sengara, Muhammad Addifa Yulman, Andri Mulia
COMPARISONS ON THE RESPONSE OF SHALLOW GEOTHERMAL ENERGY PILEEMBEDDED IN SOFT AND FIRM SOILS
Aminaton Marto, Ahmad Mahir Makhtar, Adriana Amaludin
EFFECT OF DRYING-WETTING PROCESS ON FRICTION CAPACITY AND ADHESIONFACTOR OF PILE FOUNDATION IN CLAYEY SOIL
Daniel Tjandra, Indarto Indarto, Ria Asih Aryani Soemitro
Copyright © 2012 Penerbit UTM Press, Universiti Teknologi Malaysia.
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78: 8–5 (2016) 31–38 | www.jurnalteknologi.utm.my | eISSN 2180–3722 |
Jurnal Teknologi
Full Paper
SEISMIC MICROZONATION OF SEMARANG, INDONESIA BASED ON SITE RESPONSE ANALYSIS USING 30 M SOIL DEPOSIT MODEL Windu Partonoa*, Sri Prabandiyani Retno Wardania, Masyhur Irsyamb, Syamsul Maarifc aDiponegoro University, Semarang, Indonesia bBandung Institute of Technology, Bandung, Indonesia cNational Agency for Disaster Management, Indonesia
Article history Received
18 January 2016 Received in revised form
8 March 2016 Accepted
18 March 2016
*Corresponding author [email protected]
Graphical abstract
Abstract Seismic microzonation study of Semarang is still on-going following the recommendations from the Team for Revision of Seismic Hazard Maps of Indonesia 2010 (TRSHMI-2010). The study was performed by carrying one-dimensional site response analysis at 190 locations and implementing Lasem fault as a closest seimic source that significantly influence the hazard of the city. The analysis was performed using two soil deposit models, 30 m and real soil deposit models, to get ground surface peak acceleration (PGA) and amplification factor of PGA. The results obtained using the first model are then compared with the results obtained using the second model. To perform the analysis bedrock elevation and acceleration time histories data are needed. The bedrock elevation was estimated based on 218 single station seismometer measurements. Five different time histories representing different earthquakes with magnitude 6.5 MW and maximum distance 20 km are collected from worldwide historical earthquake records. The results of this study includes the distribution of surface PGA and amplification factor of PGA. The PGA and amplification factor calculated using 30 meter soil deposit model are greater than the same values calculated using real soil deposit model. Keywords: Seismic microzonation, site response analysis, seismometer, PGA, amplification factor
© 2016 Penerbit UTM Press. All rights reserved
1.0 INTRODUCTION Semarang is the capital city of Central Java Province. The city is located at 6°55′S to 7o8’S and 110°16′E to 110o29’E and covers an area of about 374 km2. Based on the topographic relief the city can be divided into two different regions, a coastal plain area in the Northern part and the hilly area in the center and Southern parts.
Based on the earthquake data from 1900 to 2009, three different seismic sources that significantly influence Semarang and probably produce earthquake in the future are the Java subduction zone, subduction megathrust and benioff, and shallow crustal faults ([1], [2] and [3]). Four large
earthquakes due to the subduction zone were reported by [3] and [4] including 7.9 Ms (1903), 7.2 Ms (1937), 7.9 Ms (1977) and 8.3 Mw (1943) events. The 2006 Yogyakarta earthquake of 6.3 Mw caused by Yogya fault (Opak fault) is the latest earthquake caused by shallow crustal fault. The tectonic environment for Semarang is quite similar with Yogyakarta. Lasem fault at the Eastern part of Semarang is the closest seismic source that can produce earthquake in the future. The 2006 Yogyakarta earthquake was an earthquake that caused thousands of casualties in Yogyakarta Province and Central Java Province [5]. Learning from Yogyakarta earthquake and recommendations from TRSHMI-2010, a comprehensive seismic microzonation