lembar basil penilaian sejawat sebidang atau peer...
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LEMBAR BASIL PENILAIAN SEJAWAT SEBIDANG ATAU PEER REVIEW
KARY A ILMIAH : PROSIDING
: Assessing Contractor Satisfaction towards Client Performance in Construction Projects : 2 orang (Jati Utomo Dwi Hatmoko, Riqi Radian Khasani) : penulis pertama/ penulis lcetiga / penulis korespodensi
Judul Karya Ilmiah (paper) Jumlah Penulis Status Pengusul
Identitas Karya Ilmiah : Applied Mechanics and Materials Volume 845, The 3rd International Conference on Rehabilitation and Maintenance in Civil Engineering (3rd ICRMCE) (Prosiding Internasional) 1662-7482 Juli 2016, Surakarta, Solo, 19-21 November 2015 Trans Tech Publications Inc
: https://www.scientific.net/AMM.845.338 Copernicus
Kategori Publikasi Karya Ilmiah (beri ✓pada kategori yang tepat)
D Prosiding forum ilrniah Internasional
D Prosiding forum ilrniah NasionalHasil Penilaian Peer Review
Komponen Yang Dinilai
a. Kelengkapan unsur isi prosiding (10%)b. Ruang lingkup dan kedalaman pembahasan (30%)C. Kecukupan dan kemutahiran data/informasi dan
metodologi (30%)d. Kelengkapan unsw- dan kualitas penerbit (30%)
Total = (100%)
Reviewer I
Tri Joko W yu Adi, ST, MT, Ph.D NIP. 197404202002121003
Nilai Reviewer
Reviewer I Reviewer II
1.30 1.50 3.90 3.90 3.60 3.90
3.30 3.00 12.10 12.30
Reviewer II
Ir. Muhamad Abduh, MT., Ph.D. NIP. 196908151995121002
Nilai Rata-rata
/Nilai Akhir yang
diperoleh 1.40 3.90 3.75
3.15 12.20
Unit kerja: Prodi Teknik Sipil FTSLK ITS Unit kerja : Departemen Teknik Sipil FTSL 1TB
a. Nama Prosiding :
b. ISBN/ISSN :c. Tahun Terbit,Tempat Pelaksanaan :d. Penerbit/ Organizer :e. Alamat repository PT/web prosiding :f. Terindeks di Uika ada) :
Penulis ke 1 dari 2 = 12,20 x 60% = 7,32
LEMBAR
HASIL PENILAIAN SEJAWAT SEBIDANG ATAU PEER REVIEW
KARY A ILMIAH : PROSIDING
: Assessing Contractor Satisfaction towards Client Performance in Construction Projects : 2 orang (Jati Utomo Dwi Hatmoko, Riqi Radian Khasani) : penulis pertarna/ peffillis ketiga / penulis korespodeasi
Kategori Publikasi Karya Ilmiah (beri ✓pada kategori yang tepat)
cg/Prosiding forum ilmiah Internasional
D Prosiding forum ilmiah Nasional Hasil Penilaian Peer Review
Komponen Yang Dinilai
a. Kelengkapan unsur isi prosiding (10%)b. Ruang lingkup dan kedalaman pembahasan
(30%)C. Kecukupan dan kemutahiran data/inforrnasi
dan metodologi (30%) d. Kelengkapan unsur dan kualitas penerbit
(30%)Total = (100%)
Nila! Maksimal Prosiding
lnternasional
Semarang, Reviewer
Nasional
D
Nilai Yan& Diperoleh
l · S"
�-9
>·CJ
�
1 l. "?,
. Muhamad Abduh, MT., Ph.D. NIP. 196908151995121002 Unit kerja: Departemen Teknik Sipil FTSL 1TB
Applied Mechanics and Materials Volume 845, The 3rd International Conference on Rehabilitation and Maintenance in Civil Engineering (3rd ICRMCE) (Prosiding Internasional) 1662-7482 Juli 2016, Surakarta, Solo, 19-21 November 2015 Trans Tech Publications Inc
: https://www.scientific.net/AMM.845.338 Copernicus
a. Nama Prosiding :
b. ISBN/ISSN :c. Tahun Terbit,Tempat Pelaksanaan :d. Penerbit/ Organizer :e. Alamat repository PT/web prosiding :f. Terindeks di Uika ada) :
Judul Karya Ilmiah (paper) Jumlah Penulis Status Pengusul
ldentitas Karya Ilmiah :
D 1,5
4,5
4,5
4,5
15Penulis I = 0,6 x 12,3 = 7,38
LEMBAR HASIL PENILAIAN SEJAWAT SEBIDANG ATAU PEER REVIEW
KARY A ILMIAH : PROSIDING
: Assessing Contractor Satisfaction towards Client Performance in Construction Projects : 2 orang (Jati Utomo Dwi Hatmoko, Riqi Radian K.hasani) : penulis pertama/ peHulis ketiga / peBUlis lrnrespodeHsi
Kategori Publikasi Karya Ilmiah (beri ✓pada kategori yang tepat)
[g' Prosiding forum ilmiah Internasional
0 Prosiding forum ilmiah NasionalHasil Penilaian Peer Review
Komponen Yang Dinilai
a. Kelengkapan unsur isi prosiding (10%)
b. Ruang lingkup dan kedalaman pembahasan(30%)
C. Kecukupan dan kemutahi.ran data/informasidan metodologi (30%)
d. Kelengkapan unsur dan kualitas penerbit(30%)
Total = (100%)
Catatan Penilaian artikel oleh Reviewer:
Nilai Maksimal Prosiding
Internasional
0,s-
Semarang, Reviewer
Nasional
D
Nilai Yan& Diperoleb
'\ I 3
�,9
1, "
'3, 3 I
Jr.Li I
Tri Joko Wahyu Adi, ST, MT, Ph.D NIP. 197404202002121003 Unit kerja: Prodi Teknik Sipil FTSLK ITS
Applied Mechanics and Materials Volume 845, The 3rd International Conference on Rehabilitation and Maintenance in Civil Engineering (3rd ICRMCE) (Prosiding Internasional) 1662-7482 Juli 2016, Surakarta, Solo, 19-21 November 2015 Trans Tech Publications Inc
: https://www.scientific.net/AMM.845.338 Copernicus
a. Nama Prosiding :
b. ISBN/ISSN :c. Tahun Terbit,Tempat Pelaksanaan :d. Penerbit/ Organizer :e. Alamat repository PT/web prosiding :f. Terindeks di Uika ada) :
Judul Karya Ilmiah (paper) Jumlah Penulis Status Pengusul
Identitas Karya Ilmiah :
1,5
Penulis I = 0,6 x 12,1 = 7,26
4,5
4,5
4,5
15
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Applied Mechanics and Materials
English title:Applied Mechanics and MaterialsISSN:2297-8941, 1662-7482, 1660-9336GICID:71.0000.1500.3055DOI:10.4028Website:http://www.scienti�c.net/AMM (http://www.scienti�c.net/AMM)Publisher:n/dCountry:CHLanguage of publication:
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PT WIJAYA KARYA (Persero) Tbk Construction ServiceDevelopment Agency
Table of Contents
Preface v
Scientific Committee, Sponsors vi
Chapter 1: Engineering Hydrogeology and Water Resources
Identification of Suspended Sediment Concentration in Stream Network
Y. Saadi, A. Suroso and I.B.G. Putra ............................................................................................... 3
Rainfall Simulation at Bah Bolon Watershed with Backpropagation Artificial
Neural Network Based on Rainfall Data Using Scilab
Setiono, R. Hadiani, E. Erlangga and Solichin .............................................................................. 10
Decentralized System of Greywater Recycling for Sustainable Urban Water Source
(Case Study: Surakarta City-Indonesia)
S. Qomariyah ................................................................................................................................. 18
Rainfall-Discharge Simulation in Bah Bolon Catchment Area by Mock Method,
NRECA Method, and GR2M Method
H. Rintis, Suyanto and Y.P. Setyoasri ........................................................................................... 24
The Analysis of Sediment Transport Using Yang Method, Engelund-Hansen
Method, and Bagnold Method in Bah Bolon River, Simalungun Regency of North
Sumatera
Suyanto, H. Rintis and M.S.P. Rian ............................................................................................... 30
Chapter 2: Geotechnical Engineering
Seismic Upgrade of Earth Dams - Australian Practice
H. Jitno ........................................................................................................................................... 37
Analysis of Seismic Ground Response in Makassar Using Geotechnical In Situ Tests
A. Arsyad, A.B. Muhiddin, R. Rante, A.R. Djamaluddin and A. Suprapti ................................... 52
A Numerical Method of the Flexible Pavement Supported by SSC on Expansive Soil
A.S. Muntohar ................................................................................................................................ 62
Axial Pile Capacity Prediction Obtained from Environmental Friendly Jack-In
Piling Test on Clayey Soil
Y. Muslih Purwana, N. Silmi Surjandari and H. Wahyu ............................................................... 70
Technical Review of Slope Failure (Case Study of Tawangmangu-Cemorosewu Sta.
4+600 Section)
A. Mustakim, Y. Muslih Purwana, A. Setyawan and M. Suprapto ............................................... 76
Finite Element Method (FEM) of Rigid Pavement Laid on Soft Soil Stabilized with
Soil Cement Column
F. Hary Yanto, Y. Muslih Purwana and N. Silmi Surjandari ........................................................ 83
Stress Analysis in the Combination of Footplate and Caisson Foundation
N. Silmi Surjandari, Y. Muslih Purwana and R. Erlyana Majid .................................................... 89
Development of Graphical Method of Pile Group Foundation Design
N. Djarwanti, R. Harya Dananjaya and F. Prasetyaningrum ......................................................... 94
Resilience and Reliability of Civil Engineering Infrastructures
x
Pencel Pressuremeter Efficiency for Data Compilation and Analysis
F. Messaoud and P.J. Cosentino .................................................................................................. 100
A Quick Assessment Method for the Mud Eruption Hazard Risks of the Lusi
Surrounding Area with a Special Reference to Ground Deformation Behavior
D.S. Agustawijaya........................................................................................................................ 106
Chapter 3: Materials and Structures in Construction
Inclusion-to-Specimen Volume Ratio Influence on the Strength and Stiffness
Behaviors of Concrete: An Experimental Study
A. Han, B.S. Gan, R. Yuniarto, A. Yesica and R.N. Editia ......................................................... 113
Yield Penetration Displacement of Lightly Reinforced Concrete Columns
A. Wibowo, J. Wilson, N. Lam and E. Gad ................................................................................. 119
Performance of Reactive Powder Concrete Partial Prestressed Beam-Column
Sub-Assemblage Structure System with Partial Prestressed Ratio Exceeds 30%
S.A. Nurjannah, B. Budiono, I. Imran and S. Sugiri.................................................................... 126
Experimental Study on Flexural Behavior of Reinforced Concrete Beams with
Variety Lap Splices of Reinforcing Steel Bars
M. Teguh and N. Mahlisani ......................................................................................................... 132
Determination of Damage Location in Reinforced Concrete Beams Using Mode
Shape Curvature Square (MSCS) Method
F. Saleh......................................................................................................................................... 140
Experimental Investigation of Trapezoidal Profile Sheeting under Varying Shear
Spans
A. Siva, S. Swaminathan, K. Prasanth and R. Senthil ................................................................. 148
Experimental Study on Shear Capacity of RC Beams Strengthened with Carbon
Fiber Reinforced Polymer Mandated by ACli 440
S. Tudjono, H. Indarto and M. Devi ............................................................................................ 154
Structural Behavior of Steel Reinforced Sandwich Concrete Beam with Pumice
Lightweight Concrete Core
Akmaluddin, S. Murtiadi and Z. Gazalba .................................................................................... 158
Behaviors of Repaired Edge Column Slab Connections after Punching Failure
Using Normal and Non-Shrinkable (CAH) Concrete
I.K. Sudarsana .............................................................................................................................. 166
Experimental Investigation on the Flexural Performance of Brick Masonry Wall
Retrofitted Using PP-Band Meshes under Cyclic Loading
A. Triwiyono, F. Neo, J. Ardianto, G. Maylda Pratama and A. Sugijopranoto ........................... 175
Strengthening and Retrofitting Strategy for Masonry (New Build Construction in
Indonesia)
G.A. Susila, P. Mandal and T. Swailes ........................................................................................ 181
The Effect of Steel Ring Width Variations as the External Confinement on
Load-Moment Interaction Behavior of Reinforced Concrete Column
E. Safitri, I. Imran, Nuroji and S. Asa'ad ..................................................................................... 188
Strength Models of Axial Capacity of FRP-Confined Circular Concrete Columns
I.B.R. Widiarsa and I.N. Sutarja .................................................................................................. 193
Applied Mechanics and Materials ISSN: /662-7482, Vol . 845, pp /IX/-/(/j doi: I 0 . 402 Sll.-wi.t.u:ien ti/it: .net/AMitl84$ . I 00 C20!6Tron,; Tech P11blications, Switzerland
Submitted : 20H-OS.29 Rei 'ised : 20H-!0.02
At.',:epted: 20H-IO./ I Ooiine: 2016-07-25
P encel Pressuremeter Efficiency for Data Compilation and Analysis
FARID Messaoud1·•· and PAUL J. Cosentino
2,b
'University of Larbi Tebessi,Tebessa, Algeria2Florida lnstlute of Te<:hnology, Florida, USA
"'[email protected],•[email protected]
Keywords: Pressuremeter, Clays, Sands, Reduction, Accuracy, Pressure and Volume
Abstract. The model Pence! prc.«�urcmetcr (PPMT), manufactured by Roctc.�t. Inc is used to perform PPMT tc.�ts in various soils to allow engineers to more precisely carry out the consistent tests. Therefore, the control unit of the PPMT ha.� been implemented to allow recording digital pressures and volumes. This digital information is now obtained through a standalone software package, called Automated Pressuremctcr (APMT) that incorporates the required calibrations to provide engineers with instantaneous reduced data along with pertinent engineering strength and stiffnc.«� propertic.�. The study objective is to simplify tc.�t data, reduction and analysis which lead to significant time saving. Several tc.�ts data for sands and clays were performed for accuracy and incorporated i n the comparison. A linear potentiometer wa.� connected directly to the piston to produce digital volumes, while, a digital pressure transducer wM coupled into the control unit. For each injected volume increment the pressure versu� time data wa.� estimated to determine when the pressures stabilized. APMT indicated that the pressure stabilized between 10 and 80 second� for soils evaluated. The volume increment stabilization period wM defined M the time required for the prc.«�ures to stabilize. This digital equipment enhanced the precision of the prc.«�ures more than ten fold and eliminated gear backla.�h a.«=iated with the existing volume counter.
Introduction
The Pence! pressuremctcr (PPMT) consists of a cylindrical probe of 1.35-inch diameter, containing an inflatable balloon, connected to the unit through tubing and the pressure and volume gauge.� for recording data by hand. PPMT Probe i� lowered into the soil to produce i n situ stressstrain response.�. PPMT probe can be connected to standard cone penetration tc.�t (CPT) rods enabling a large number of PPMT tc.�ts to be conducted within a site [I). BMed on the proper calibration and pushing to the desired depth the test is conducted by manually recording data from analogue pressure and volume gages that can be difficult to read. The pu�hed-in PPMT allows engineers to efficiency use reduced stress-strain data to determine lift-off pressure (po) cla.�tic moduli (E) and limit prc.�sure (PL) (1,2] that can be used for gcotcchnical analysis and dc.�ign; however, this device could be enhanced by incorporating digital gage.� with data collection, reduction and analysi� software. A strain=ntrolled procc.«� is typically performed requiring operators to inject equal 5 cm' volume.� of water into the probe and wait 30 second� (3] or 15 second� [ 4] and record the corresponding pressures. This time allows stabilization of the pressures and ha.� been termed the volume increment stabilization period [I). Volumes arc determined from a counter capable of displaying values in 0.1 cm' increments. Pressure reading.� arc taken using the 2500 ±12.5 analogue pressure gage. With proper automation, the entire testing protocol would be simplified to yield more precise data and ca.�c the operator's burden.
In order to determine the critical engineering parameters, four portions of the reduced curve arc analyzed a.� shown in Fig. I. It includes an initial zone where the soil i� repositioned to its original stress state, followed by an clMtic zone, the rebound zone and then a pla.�tic zone to estimate the soil limit pressure. The moduli (E) arc determined from the slopes (S) while the other parameters arc estimated. The PPMT limit pressure (pL) defined M the pressure a.=iated with doubling the initial probe volume (5].
Applied Mechanics and Materials ISSN: /662-7482, Vol . 845, pp I /3-/ /8doi : I 0 . 4028/ww-mscientif ic .net/AMM .84$ . / /J
C20!6Tron,; Tech Publications, Si.·iturland
Submitted: 20/$-07-14 Rei' ised : 20/$-09-2$
Accepted : 20/$-/0-0$ Online: 2016-07-25
Inclusion-to-specimen Volume Ratio Influence on the Strength and
Stiffness Behaviors of Concrete: an Experimental Study
HAN Aylie1·•·, BUNTARA Sthenly Gan2
·b
, RUDI Yuniarto3·c,
ANASTASIA Yesica4·d and RAKHMA N. Editia4
·•
'Associate Professor, Civil Engineering Department, Diponegoro Universtty, Semarang, Indonesia2Professor, Department of Archite<:ture, College of Engineering, Ni hon University, Koriyama, Japan
3Lecturer, Civil Engineering Departmen� Diponegoro University, Semarang, Indonesia'Research Assistant, Structural and Materia l Laboratory, Diponegoro University, Semarang,
Indonesia
"[email protected], "[email protected], 'i'[email protected],•[email protected], •[email protected]
Keywords: inclusion-to-spe,:imen volume ratio, compressive strength, stiffness, crackspropagation.
Abstract. The s=s--�train �ponsc of the bMic concrete making matcria� i.e . the mortar and aggregates, arc well known. In general, the aggregate behaves linearly up till failure, possessing a very high ultimate comp�sion strength and stiffuess. The behavior of mortar is non-linear, even at low loading levels. The �ulting composite material, the concrete, cxhibiL� a less stiff �ponse, in combination with degradation in strength. This study looked into the influence of the inclusion-tO· spccimen volume ratio of a IOOx I 00x50 mm mOrtar specimen. Two inclusion configurations were con�idcred, parallel and diagonal to the line of loading, while the ratio varied from zero to 0.66. It wM shown that the inclusion-to,�pccimcn volume ratio Strongly influenced the Strength, the stiffness, and failure mode. The strength behavior had a minimum and a maximum bifurcation point, while the stiffuess response incrca.�. M a function of an incrca.�c i n the inclusion-tO· spccimen volume ratio. Visual observation of the cracking pattern revealed that the initial cracking wM always situated at the interface between the aggregate and mortar in tension and propagated through the mortar matrix. It wM also perceived that the crack propagation path of the very dense, diagonally arranged inclusions deviated from the columnar configuration observed from the parallel inclusion formation. These densely diagonally arranged aggregates also resulted i n spalling in the lateral direction.
Introduction
The behavior of concrete is a contribution of the mechanical properties of ba.�ic materials. Additionally, the characteristic� of the intcrfacial transition zone (ITZ) between the aggregates and the mortar strongly influence the strength, stiffuess and failure mode of the concrete. The aggregates have significantly higher compression strength in combination with an almost perfect linear Stress-strain �ponsc up till failure. The stiffuess modulus of most aggregates is also substantially larger when compared to the initial stiffuess of the mortar matrix. The mortar matrix, on the other hand, exhibit.� a non-linear response, even at very low .... irtrcss levels. It.� ultimate compression strength is approximately one-fifth of the aggregates while the initial stiffness modulu� mca.�urcd only one-seventh to the aggregates. These disparities in mechanical properties create stress concentrations and generate strain discrepancies in the boundaries between the inclusions and the mortar that will, in turn, promote premature micro crack initiation in the ITZ (1). It wM found that lessen these disparities lead to a delay i n micro crack initiation in the ITZ.
The effect of aggregate shape on the stress concentrations wM studied (2), and it wM shown that the presence of sharp-edged inclusions significantly influenced the load carrying capacity. This negative effect is predominant when the sharp edge is situated in the line of the compression load.
Applied Mechanics and Materials ISSN: /662-7482, Vol . 845, pp 1/9-125 doi : I 0 . 4028lwwi.t.u:ientifit: .net/AMitl84$ . / /9 C20!6Tron,; Tech Publications, Si.·iturland
Submitted : 20H-07-27 Accepted: 20/5-111-27
Oo/ine: 2016-07-25
Yield Penetration Displacement of Lightly Reinforced Concrete Columns
ARI Wibowo'·•·, JOHN Wilson2, NELSON Lam3 and EMAD Gad2
'Department a Civil Engineering, Faculty of Engineering, Bral.lijaya University, Malang, Indonesia2Faculty of Science, Engineering and Technology, Swinburne University of Technology, Hawthorn
3122, Austral ia3Department of Infrastructure Engineering, University of Melbourne, Parkville 3010, Australia
Keywords: yield penetration displacement, bond slip, reinforced concrete column
Abstract. Yield penetration or slip deformation is characterised by a rigid b-Ody rotation of the column associated with a gap opening at the column-foundation interface from the penetration of incla.�tic strain in the tensile reinforcement embedded in the foundation. The rigid-b-Ody end rotation incrca.= the total drift significantly and ha.� to be separated f rom flexural deformation obtained from curvature distribution over the column height. The yield penetration deformation model is developed based on a displaccment-<:Ontrolled principle using a new approach where the local steel strain as a function of the column global displacement is presented. In order to solve the strain incompatibility between steel and concrete, a correlation between compressive concrete strain and neutral axis depth is developed and a complete algorithm is presented that modifies the fibre cross section analysis to operate under curvature control a.� a function of top column displacement instead of strain control.
Introduction
The traditional analysis of a cantilever column commonly assumes the fixed end to be a rigid connection for calculating moment-<:urvature rclation�hips and the corresponding deflections. The fixed end assumption ignores the yield penetration effect associated with reinforcement elongation and bond slip in the anchorage zone. When the lateral force is applied at the tip of the column, a crack develops at the maximum moment location at the column-foundation or beam-column interface due to the low tensile stress of concrete. Consequently, the tensile force has to be sustained solely by the reinforcement steel at this section. Furthermore, the stress that is developed i n the reinforcement bars ha.� to be distributed over the development length until reaching zero at a certain p-Oint in the end of the anchoring concrete. The gradation of tensile strain and the corresponding stress from maximum value to zero produces bond slip of the tensile bars relative to the sur rounding concrete. The accumulation of strain over the development length resu!L� in a rocking b-Ody rotation of the column about iL� base and provides additional displacement which has to be calculated separately from the previous flexural displacement analysis.
Bond stress-slip relationship
The slip displacement (o..,�) and development length (/,, ) at the column base using elasto-plastic principles (1) a.�shown in Fig. I arc given by:
• " _ £_,Ide . l _ f,db'½lip - 2
• dt! - -4- -lle
'• Jdp • 4 = Jet1x+Jedx= E,.lt1, + 1"P(E +E} lip
2 2 S J• 0 ,,,,
where: dh = the longitudinal reinforcement steel diameter
forE,<Ey
(!)
(2)
Applied Mechanics and Materials ISSN: /662-7482, Vol . 845, pp /48-153doi : I 0 . 4028ll.-wi.t.u:ienti/it: .net/AMitt/.84$ . / 48 C20!6Tron,; Tech Publications, Swit�erland
Submitted: 20H-09-JO Re� 'ised : 20H-/()./j
Ac:,:epted : 20H-I0./8 Oo/ine: 2016-07-25
Experime ntal Investigation of Trapezoidal Profile Sheeting Under Varying Shear Spans
A.Siva'·•, S.Swaminathan2·b ·, K.Prasanth3.c, R.Senthil4·d
' Ph.D Research Scholar, College of Engineering Guindy, Anna University, Chennai- 600 025,India.
2 Bachelor of Civil Engineering, Pr ince Shri Venkateshwara Padmavathy Engineering College,Chennai, India.
3 Master of Engineering, College of Engineering Guindy, Anna Universtty, Chennai- 600 025, India.
• Professor, College of Engineering Guindy, Anna University, Chennai-600 025, India.
• [email protected], • [email protected], [email protected],•[email protected]
Keywords: compostte slab, shear span, trapezoidal profile sheeting, longttudinal shear failure.
Abstract: Composite con�truction method hM been mainly popular due to its fa.�tcr, lighter and economical methods in high rise buildin�. Composite deck slab consisting of two different components, concrete being gO-Od in comprc.�sion placed at the upper portion and the cold form profiled sheeting being gO-Od in rc.�istance to tension is placed at the b-Ottom of the deck slab. Composite slab being a combination of two different components, wide researches have been carried out to enhance the structural behavior and material properties. In this paper, trapezoidal profiled sheeting is utilized and constant geometrical dimensions arc preferred throughout the study. Specimen consists of totally six number.i of trapezoidal profiled composite slabs ca.�t u�ing M20 grade concrete according to the recommendations of ElltO code 4 . Load-<lcflcction behavior is keenly observed and recorded u�ing the dial gauges and LVDT's (Linear Variable differential Transducers) for comparison. When subjected to monotonic loading the composite slab specimens showed different behavioral changes in the structure at various load intervals. Out of the six specimens tested, three slabs at shorter shear spans exhibited fail= at shear mode and three slabs tested at longer shear span� exhibited fail= at flcx11rc mode.
Introduction:
The pMt two decades have witnessed a new method of construction in tall structllrCS. Composite construction method is the most popular method mainly because of effective utilization of the steel and the concrete [I). Composite construction method initially seen its development in the E11ropcan countries is now being widely accepted method throughout the world. Making it more efficient with the minimum u�c of materials composite construction method ha.� gained its popularity (2]. Composite deck slab con�isting of two different components with concrete gO-Od in comprc.�sion and profiled sheeting good in rc.�istance to tension. The cold from profiled sheeting functions a.� a formwork during the construction stage and serves M an external tensile reinforcement throughout the lifetime (3). Corrosion being a threat to the cold form profiled sheeting, anti-corrosive adhesives arc applied for sustainability (4,5) .The common typcS of fail11rc in composite slabs is the vertical separation or dclamination, horizontal slippage and longitudinal shear fai111rc. This paper deals with the mode of fail= of composite slabs with two different shear span� considered.
Literature Re,•iew:
Marimuthu ct al. (6) investigated ab-Out the shear bond behavior of the composite slab. The experiment wM carried out according to the E11ro code 4 Part 1.1 which consisted of 18 composite slabs. The dimensions of the slabs were 3 .0 x 0.8m, using the sheet thickness of0 .8mm. To improve the shear bond capacity the cmb-Os.�cnts were introduced in the trapezoidal profiled sheet with
xi
Applied Mechanics and Materials Vol. 845
Sisal Fiber as Steel Bar Replacement of Lightweight Concrete under Flexural
Loading
S. Murtiadi and Akmaluddin ........................................................................................................ 202
Flexural Capacity of Bamboo Strip Notched Reinforced Concrete Beams
A. Setiya Budi, E. Rismunarsi and Sunaryo ................................................................................ 208
Performance of Ferro Foam Concrete Girder Beam Subjected to Static Load
M. Afifuddin and Abdullah .......................................................................................................... 214
Steel Fiber Reinforced Concrete to Improve the Characteristics of Fire-Resistant
Concrete
Y. Nurchasanah, M.A. Masoud and M. Solikin ........................................................................... 220
An Artificial Neural Networks Model for Compressive Strength of Self-Compacting
Concrete
A. Suryadi, Qomariah and M. Sarosa .......................................................................................... 226
Chapter 4: Dynamic of Structures and Earthquake Resistance of
Buildings
Friction-Type Seismic Isolation Device of Steel Pile Foundation in Shaking Table
Tests and its Numerical Simulations
B.S. Gan, S. Nakamura, N. Sento and K. Ito ............................................................................... 233
Effect of Supplemental Damping on the Seismic Performance of Triple Pendulum
Bearing Isolators under Near-Fault Ground Motions
S. Rezaei and G.G. Amiri ............................................................................................................ 240
Structural Assessment: A Case Study of Low Rise Building Performance after
Experiencing Earthquake
Widodo, Mayhendra and Sarwidi ................................................................................................ 246
Seismic Vulnerability of Reinforced Concrete Building Based on the Development of
Fragility Curve: A Case Study
E. Wijayanti, S. Adi Kristiawan, E. Purwanto and S. Sangadji ................................................... 252
Parametric Study on the Influence of Bays Number and Frame-Span Length on the
Redundancy Indices of Reinforced Concrete Structures
M.P. Cripstyani, S.A. Kristiawan and E. Purwanto ..................................................................... 259
Structural Performance Evaluation with Pushover Analysis Case Study:
The Integrated Central Surgery Building, Bethesda Hospital in Yogyakarta
E. Purwanto, A. Supriyadi and Masbudi ...................................................................................... 265
Structural Response and Pounding of Andalas University Hospital Building Using
New Indonesian Seismic Code SNI 1726-2012
Fauzan, F. Anas Ismail and Z. Al Jauhari .................................................................................... 274
Retrofitting of STKIP ADZKIA Padang Building Using V-Inverted Steel Bracing
Fauzan, F. Anas Ismail, A. Hakam, Zaidir, N. Yanto and S. Apriwelni ...................................... 283
Chapter 5: Monitoring, Maintenance and Management in Construction
Design of Structural Health Monitoring Using Wireless Sensor Network Case Study
Pasupati Bridge
A.D. Kumalasari and S. Tjondronegoro ...................................................................................... 293
Resilience and Reliability of Civil Engineering Infrastructures
xii
Optimization in Indonesia’s Bridge Preventive Maintenance Programme:
A Proposal
H.A. Yuniarto and Y. Qaradhawi ................................................................................................ 299
Relationship between Predetermined Maintenance Interval and Maintenance
Performance
C.P. Au-Yong, A. Shah Ali and F. Ahmad .................................................................................. 305
A Study on the Characteristics of Building Maintenance on Public Universities in
Malang City
A.M. Hajji and A. Suharsono ....................................................................................................... 311
Application of AHP Method for Determining the Priority of Puskesmas Pembantu
Building Maintenance Based on GIS in Sukoharjo District Central of Java
W. Hartono, M. Mufti Abadi, Sugiyarto, S. Marwoto and B. Laksito ........................................ 318
Implementation of Life Cycle Costing: A Case of Hostel Building in Kediri, Eastern
Jawa, Indonesia
P.F. Kaming and J. Marliansyah .................................................................................................. 326
Computer Program for Reinforced Concrete Bar Bending Schedulling to Increase
Efficiency of Reinforcement
W. Hartono, Sugiyarto, S. Marwoto and B. Laksito .................................................................... 332
Assessing Contractor Satisfaction towards Client Performance in Construction
Projects
J. Utomo Dwi Hatmoko and R. Radian Khasani ......................................................................... 338
Structural Condition Assessment of Steel-Framed Maintenance Plant in Muara
Badak, Balikpapan, East Kalimantan
A. Chaerany, A. Awaludin, H. Priyosulistyo and A. Triwiyono ................................................. 344
Chapter 6: Transportation Engineering
The Challenges of Road Preservation Program for Indonesian National Roadway
A. Setyawan and A. Taufik Mulyono .......................................................................................... 359
Impact of Performance Based Contract Implementation on National Road
Maintenance Project to Road Functional Performance
B. Susanti, R.D. Wirahadikusumah, B.W. Soemardi and M. Sutrisno ........................................ 364
Genetic Algorithm Applied for Optimization of Pavement Maintenance under
Overload Traffic: Case Study Indonesia National Highway
A.I. Rifai, S.P. Hadiwardoyo, A.G. Correia and P. Pereira ......................................................... 369
Numerical Analysis on the Deformation of Flexible Pavement System
M. Farid Maruf, S. Wahyuni and J. Widodo ................................................................................ 379
Study on the Properties of Sand Sheet Asphalt Mixture Using Old Road Pavement
Milling and Asphalt Emulsion
I.N.A. Thanaya, I.G.R. Purbanto and I.M.S.J. Negara ................................................................ 385
The Application of Traffic Conflict Technique as a Road Safety Evaluation Method:
A Case Study of Hasselt Intersection
F. Suwarto and K.H. Basuki ........................................................................................................ 394
Water Resistance Evaluation of Asphalt Concrete Wearing Course Made with
Crumb Rubber of Motorcycle Tire Waste
H. Siswanto, B. Supriyanto and L. Abid ...................................................................................... 404
xiii
Applied Mechanics and Materials Vol. 845
Value of Travel Time for Public Transport Passenger in Urban and Intercity Trip
A.M.H. Mahmudah, D. Sarwono, R.I. Pramesty and P.S. Rahina .............................................. 408
Characteristics of Freight Transport Parking and Infrastructures Facilities of
Sustainable Primary Arterial Road (A Case Study of Surakarta Ring Road -
Central Java - Indonesia)
D. Handayani, A.M.H. Mahmudah, S.J. Legowo, A. Arstity Putri and N. Dwi Prasetyo ........... 416
Keyword Index ............................................................................................................................... 423
Author Index .................................................................................................................................. 427
22/3/2019 3rd ICRMCE 2015 Civil Engineering UNS Solo
sipil.ft.uns.ac.id/icrmce03/invitedspeaker.php 1/1
Home Theme Invited Speakers Call for Papers Organisation Program Download Proceeding 2nd ICRMCE Proc. Eng.
Invited Speakers
Prof. Dr. Ing. Thomas Neumaan, Institute of Applied Geosciences, Karlsruhe Institute of
Technology, Germany
Prof. Dr. Ing. Franz Nestmann, Ordinarius, Institute for Water and River Basin
Management,Karlsruhe Institute of Technology, Germany
Prof. Dr. Erik Schlangen, Technical University of Delft, Netherland
Dr. Henk Jonkers, Technical University of Delft, Netherland
Dr. Ing. Edgar Bohner, VTT Technical Research Centre of Finland,Onkalo, Finland
Prof. Buntara Sthenly Gan, Nihon University, Japan
Hendra Jitno, PhD, Barrick Asia Pacific, Australia
Prof. Ir. Masyhur Irsyam, MSE., PhD, Bandung Institute of Technology (ITB), Indonesia
Ir. Ary Setyawan, MSc (Eng), PhD., Sebelas Maret University, Indonesia
Invited Speakers
0
Previous Conferences: 1st ICRMCE | 2nd ICRMCE
4
COMMITTEESOrganizing Committee
Chairman Ir. Ary Setyawan, MSc (Eng), PhD
Member Yusep Muslih Purwana, ST., MT., PhD
Prof. S.A Kristiawan, ST., MSc (Eng)., PhD
Dr. Techn. Ir. Sholihin As’ad, MT
Budi Yuliyanto, ST., MSc., PhD
Amirotul MHM, ST., MSc
Edy Purwanto, ST.,MT
Dr. Dewi Handayani, ST., MT
Dr. Niken Silmi Surjandari, ST., MT
Ir. Noegroho Djarwanti, MT
Setiono, ST., MSc
Dr. Ir. Rr Rintis Hadiani, MT
Ir. Djoko Sarwono, MT
Fajar Sri Handayani, ST., MT
Widi Hartono, ST., MT
Ir. Sunarmasto, MT
Scientific Committee
1. Prof. T. F. Fwa, Director Centre of Transportation Research, NUS,
Singapore.
2. Prof. Dr. Ing. Dr. h.c. mult. Franz Nestmann, Ordinarius, Institute for Water
and River Basin Management, Karlsruhe Institute of Technology, Germany
3. Dr. Ing. Edgar Bohner, VTT Technical Research Centre of Finland, Onkalo,
Finland
4. Hendra Jitno, PhD, Barrick Asia Pacific, Australia
5. Prof. Buntara S Gan, Nihon University, Japan
5
6. Prof. Ir. Indra Surya B. M, MSc., PhD, Sepuluh Nopember Institute of
Technology (ITS), Indonesia
7. Prof. Ir. Tavio, MT., PhD Sepuluh Nopember Institute of Technology (ITS),
Indonesia
8. Prof. Dr. Ing. Ir. Ahmad Munawar, M.Sc., Gadjah Mada University (UGM),
Indonesia
9. Prof. Ir. Iswandi Imran,MASc., PhD, Bandung Institute of Technology (ITB),
Indonesia
10. Prof. Ir. I Nyoman Arya Thanaya,ME., PhD, Udayana University (UNUD),
Indonesia
11. Prof. Ir. Masyhur Irsyam, MSE., PhD, Bandung Institute of Technology (ITB),
Indonesia
12. Dr. Ir. Bambang Riyanto, DEA, Diponegoro University (UNDIP), Indonesia
13. Dr. Ir. Han Ay Lie, MEng, Diponegoro University (UNDIP), Indonesia
14. Ir. M. Agung Wibowo, MM., M.Sc., PhD, Diponegoro University (UNDIP),
Indonesia
15. Dr. Ir. Sri Tudjono, MS, Diponegoro University (UNDIP), Indonesia
16. Dr. Ir. Lily Montarcih Limantara, M.Sc, University of Brawijaya(UB),
Indonesia
17. Prof. Dr. Ir. Wimpie Agung N. Aspar, Agency for the Assessment and
Application of Technology, BPPT, Indonesia
18. Dr. Ir. Ade Lisantono, M.Eng, Atmajaya Catholic University, Yogyakarta ,
Indonesia
19. Anastasia Yunika, M.Eng, Atmajaya Catholic University, Yogyakarta ,
Indonesia
20. Dr. Ing Andreas Triwiyono, Gadjah Mada University (UGM), Indonesia
21. Dr. Gito Sugianto, Soedirman University, Indonesia
22. Agus Setyo Muntohar, ST, M.Eng.Sc., PhD. Muhammadiyah Yogyakarta
University, Indonesia
23. Dr. Jati Hatmoko, Diponegoro University (UNDIP), Indonesia
6
24. Dr. Ing. Jack Wijayakusuma, Pelita Harapan University (UPH), Indonesia
25. Prof. Suripin, Diponegoro University (UNDIP), Indonesia
26. Prof. Yoyong Arfiandi, Atmajaya Catholic University, Yogyakarta ,
Indonesia
27. Prof. Dr. Ir, Sobriyah, MS, Sebelas Maret University, Indonesia
28. Prof. S. A Kristiawan, ST, M.Sc (Eng), PhD., Sebelas Maret University,
Indonesia
29. Kusno A. S., ST, PhD., Sebelas Maret University, Indonesia
30. Dr. (techn). Ir. Sholihin As’ad, MT., Sebelas Maret University, Indonesia
31. Yusep Muslih P, ST, MT, PhD., Sebelas Maret University, Indonesia
32. Dr. Eng.Ir. Syafi’i, MT, Sebelas Maret University, Indonesia
33. Ir. Ary Setyawan, MSc (Eng), PhD., Sebelas Maret University, Indonesia
34. Dr. Dewi Handayani, ST, MT, Sebelas Maret University, Indonesia
35. Dr. Ir. AP Rahmadi, MSCE, Sebelas Maret University, Indonesia
36. Budi Yulianto, ST, MSc, PhD, Sebelas Maret University, Indonesia
37. Dr. Ir. Mamok Suprapto, M.Eng, Sebelas Maret University, Indonesia
38. Dr. Niken Silmi Surjandari, ST, MT, Sebelas Maret University, Indonesia
39. Dr. Ir. Rr Rintis Hadiani, MT, Sebelas Maret University, Indonesia
40. Dr. Cahyono Ikhsan, Sebelas Maret University, Indonesia
41. Dr. Ir. Arif Budiarto, MT, Sebelas Maret University, Indonesia
42. Dr. Senot Sangadji, ST, MT, Sebelas Maret University, Indonesia
43. Dr. F Pungky Pramesti, ST, MT, Sebelas Maret University, Indonesia
44. Tuti Agustin, MEng, Sebelas Maret University, Indonesia
45. Dr. Winny Astuti, Sebelas Maret University, Indonesia
Advisors :
Dean Faculty of Engineering, Sebelas Maret University
Head of Civil Engineering Department, Sebelas Maret University
Head of Post Graduate Program in Civil Eng. UNS
Central Java Construction Service Development Board
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