PROSIDING Judul Karya Ilmiah : Experimental Study on T

(1)

LEMBAR

HASIL PENILAIAN SEJAWAT SEBIDANG ATAU PEER REVIEW KARYA ILMIAH : PROSIDING

Judul Karya Ilmiah : Experimental Study on The Use of Steel-Decks for Prefabricated Reinforced Concrete Beams Jumlah Penulis : 4 orang (Y A Priastiwi, A L Han, A Maryoto dan E S Noor)

Status Pengusul : Penulis ke-1

Identitas Prosiding : a. Judul Prosiding : IOP Conference Series: Materials Science and Engineering Global Congress on Construction, Material and Structural Engineering 2017 (GCoMSE2017)

b. ISBN/ISSN : 1757-899X

c. Thn Terbit, Tempat Pelaks. : 7 Desember 2017, Johor Bahru, Malaysia, 28–29 August 2017

d. Penerbit/Organiser : IOP Publishing

e. Alamat Repository/Web : https://iopscience.iop.org/article/10.1088/1757- 899X/271/1/012095

Alamat Artikel : https://iopscience.iop.org/article/10.1088/1757- 899X/271/1/012095/pdf

f. Terindeks di (jika ada) : Scopus

Kategori Publikasi Makalah : √ Prosiding Forum Ilmiah Internasional (beri pada kategori yang tepat) Prosiding Forum Ilmiah Nasional Hasil Penilaian Peer Review :

Komponen Yang Dinilai

Nilai Maksimal Prosiding Nilai Akhir Yang Diperoleh

Internasional Nasional

a. Kelengkapan unsur isi prosiding (10%) 3.00 1.00

b. Ruang lingkup dan kedalaman pembahasan (30%)

9.00 3.50

c. Kecukupan dan kemutahiran data/informasi dan metodologi (30%)

9.00 4.00

d. Kelengkapan unsur dan kualitas terbitan /prosiding (30%)

9.00 4.50

Total = (100%) 30.00 13.00

Nilai Pengusul = 60% x 13 = 7.8 Catatan Penilaian Paper oleh Reviewer :

1. Kesesuaian dan kelengkapan unsur isi prosiding:

Unsur-unsur isi paper prosiding lengkap dan sesuai, mulai dari judul, afiliasi penulis, abstrak, kata kunci, latar belakang, tinjauan literatur (embedded dg latar belakang), metode penelitian, hasil dan pembahasan, dan kesimpulan, dan daftar pustaka.

Daftar pustaka termasuk sangat minim dengan hanya 6 referensi yang dirujuk.

2. Ruang lingkup dan kedalaman pembahasan:

Penelitian ini bersifat praktis dengan meninjau dampak penggunaan steel-deck terhadap kapasitas dan hubungan beban-lendutan pada balok melalui uji eksperimental dan dibandingkan dengan balok konvensional sebagai control.

Hasil penelitian disajikan dengan baik secara visual menggunakan grafik hubungan lendutan vertikal dan kapasitas momen dan foto bond loss dan bond slip, mekanisme kegagalan balok dan shear connector. Namun pembahasan dalam paper tidak terlalu mendalam secara teoritis.

3. Kecukupan dan kemutakhiran data/informasi dan metodologi:

Metode eksperimental yang dilakukan dirancang cukup praktis dan solid sesuai dengan tujuan penelitian. Data yang dihasilkan terbatas sesuai dengan konteks ekperimen yang dilakukan.

4. Kelengkapan unsur dan kualitas terbitan:

Paper proceeding dipresentasikan dalam conference Materials Science and Engineering Global Congress on Construction, Material and Structural Engineering 2017 (GCoMSE2017) yang diselenggarakan di Johor Bahru, Malaysia, 28–29 August 2017 oleh UTHM dan UGM.

30

(2)

Proceeding conference dilengkapi dengan nomor eISSN, memuat daftar board of editor, mempunyai kualitas baik dan diterbitkan oleh publisher internasional yang sudah mempunyai rekam jejak panjang IOP publishing. Publisher mempunyai kebijakan review yang jelas, dan panduan format serta untuk memastikan kualitas paper dalam proceeding.

Semarang, Reviewer 1

Jati Utomo Dwi H, S.T., M.M., M.Sc., Ph.D.

NIP. 197504281999031001

Unit Kerja : Departemen Teknik Sipil FT UNDIP

(3)

LEMBAR

HASIL PENILAIAN SEJAWAT SEBIDANG ATAU PEER REVIEW KARYA ILMIAH :PROSIDING

Judul Karya Ilmiah : Experimental Study on The Use of Steel-Decks for Prefabricated Reinforced Concrete Beams

Jumlah Penulis : 4 orang (Y A Priastiwi, A L Han, A Maryoto dan E S Noor)

Status Pengusul : Penulis ke-1

Identitas Prosiding : a. Judul Prosiding : IOP Conference Series: Materials Science and

Engineering

Global Congress on Construction, Material and Structural Engineering 2017 (GCoMSE2017)

b. ISBN/ISSN : 1757-899X

c. Thn Terbit, Tempat Pelaks. : 7 Desember 2017, Johor Bahru, Malaysia, 28–29 August 2017

d. Penerbit/Organiser : IOP Publishing

e. Alamat Repository/Web : https://iopscience.iop.org/article/10.1088/1757- 899X/271/1/012095

Alamat Artikel : https://iopscience.iop.org/article/10.1088/1757- 899X/271/1/012095/pdf

f. Terindeks di (jika ada) : Scopus

Kategori Publikasi Makalah : √ Prosiding Forum Ilmiah Internasional

(beri pada kategori yang tepat) Prosiding Forum Ilmiah Nasional

Hasil Penilaian Peer Review : Komponen Yang Dinilai

Nilai Maksimal Prosiding Nilai Akhir Yang Diperoleh Internasional Nasional

a. Kelengkapan unsur isi prosiding (10%) 3.00

b. Ruang lingkup dan kedalaman pembahasan (30%)

9.00 c. Kecukupan dan kemutahiran data/informasi dan

metodologi (30%)

9.00 d. Kelengkapan unsur dan kualitas terbitan

/prosiding (30%)

9.00

Total = (100%) 30.00

Nilai Pengusul = 60% x = Catatan Penilaian artikel oleh Reviewer :

1. Kesesuaian dan kelengkapan unsur isi prosiding:

...

... ...

...

2. Ruang lingkup dan kedalaman pembahasan:

...

... ...

3. Kecukupan dan kemutakhiran data/informasi dan metodologi:

... ...

...

4. Kelengkapan unsur dan kualitas terbitan:

...

... ...

...

Semarang, Reviewer 2

Ilham Nurhuda, ST., MT., Ph.D NIP. 197602252000121001

Unit Kerja : Departemen Teknik Sipil FT UNDIP 30

Paper terdiri dari ringkasan, pendahuluan, metode penelitian, analisis data dan pembahasan, kesimpulan dan daftar rujukan. Pendahuluan berisi latar belakang, review literatur dan tujuan penelitian.Metode penelitian berisi deskripsi benda uji dan cara pengujian. Unsur paper lengkap dan sesuai.

Hasil penelitian dibahas dengan baik meliputi besar variabel yang diukur, mode kegagalan, analisis penyebab, dan kesimpulan. Penelitian terkait kurang dibahas pada review literatur dan kaitannya dengan hasil penelitian.

Kesimpulan sesuai dengan tujuan penelitian.

Penelitian dilakukan dengan 4 benda uji yaitu 2 benda uji untuk setiap kondisi balok. Analisis dilakukan dengan membandingkan hasil dari 2 perlakuan yang berbeda, dan secara kualitatif menganalisis mode kegagalan yang terjadi.. Metode yang digunakan mutakhir dan sesuai. Literatur yang dirujuk kurang, hanya ada 6 buah

Paper diterbitkan pada prosiding IOP Conference series yang memiliki ISSN dan E-ISSN. Terbitan memiliki Daftar Isi, editor,scientific committee, dan terdepat peserta dari 5 negara. Kualitas terbitan baik dan lengkap.

1,5

4,25 3,75 3,75 13,25 13,25 7.95

(4)

(5)

(6)

⽇本語に切り替える切换到简体中文切換到繁體中文 Русский язык

(7)

Scopus

Source details

IOP Conference Series: Materials Science and Engineering

Scopus coverage years: from 2009 to Present ISSN: 1757-8981 E-ISSN: 1757-899X

Subject area: Engineering: General Engineering Materials Science: General Materials Science

View all documents ▻ Set document alert Journal Homepage

CiteScore 2018

0.53

^

SJR 2018

0.192

^

SNIP 2018

0.531

^

CiteScore CiteScore rank & trend CiteScore presets Scopus content coverage

Calculated using data from 30 April, 2019

CiteScore

*CiteScore includes all available document types

0.53

⁼ Citation Count 2018 Documents 2015 -

2017*

=

Metrics displaying this icon are compiled according to , a collaboration between industry and academia.

2018 ^

▻ 7,820 Citations

▻ 14,668 Documents

▻

View CiteScore methodology CiteScore FAQ▻

Last updated on 08 July, 2019

CiteScoreTracker 2019

0.21

⁼ Citation Count 2019 Documents 2016 - 2018

=

 Updated monthly

5,983 Citations to date ▻ 28,176 Documents to date ▻

↗

Snowball Metrics

CiteScore rank

Category Rank Percentile

Engineering

#171/275 38th

Materials Science

#306/439 30th



General Engineering

General Materials Science

▻

View CiteScore trends

🔗

Add CiteScore to your site

About Scopus

What is Scopus Content coverage Scopus blog Scopus API Privacy matters

Language

⽇本語に切り替える切换到简体中文切換到繁體中文 Русский язык

Customer Service

Help Contact us

We use cookies to help provide and enhance our service and tailor content. By continuing, you agree to the .

Terms and conditions ↗ Privacy policy ↗ Elsevier B.V ↗

use of cookies

(8)

I-ITI{IVI

trOMMERCIAL

This

is

to certify that

YULITA ARNI PRIASTIWI

has participated as

a

PRESENTER

at the rst Globat Congress on Construction, Material and Structural Engineering ^(GCoMSE

zoLT) heLd

from

28th to zgth August zotT at

Mitl.esime Hotel, Johor Bahru, Malaysia

n

ommittee

GLo

,

Material and

g

4

(9)

IOP Conference Series: Materials Science and Engineering

PAPER • OPEN ACCESS

Global Congress on Construction, Material and Structural Engineering 2017 (GCoMSE2017)

To cite this article: 2017 IOP Conf. Ser.: Mater. Sci. Eng. 271 011002

View the article online for updates and enhancements.

K E Y N O T E S P E A K E R S

GCoMSE 2017 will feature keynote addresses by distinguished speakers from the academia and the industry.

PROF. DR. ISMAIL ABDUL RAHMAN

UNIVERSITI TUN HUSSEIN ONN MALAYSIA

ASSOC. PROF. DR. ALI AWALUDIN

UNIVERSITAS GADJAH MADA

Laminated Veneer Lumber (LVL) Sengon: An

Innovative Sustainable Building Material in

Indonesia

ASSOC. PROF. DR.

NORIDAH MOHAMAD

UNIVERSITI TUN HUSSEIN ONN MALAYSIA

Towards Green Precast Concrete Construction

T O P  HOME CALL FOR PAPERS PROGRAMME NEWS KEYNOTE SPEAKERS

REGISTRATION FEES COMMIT TEES VENUE CONTACT

(14)

8/15/2019 IOP Conference Series: Materials Science and Engineering, Volume 271, 2017 - IOPscience

https://iopscience.iop.org/issue/1757-899X/271/1 1/16

Abstract. Compressed air energy storage technology is one of the promising methods that have high reliability, economic feasibility and low environmental impact. Current applications of the technology are mainly limited to energy storage for power plants using large scale underground caverns. This paper explores the possibility of making use of reinforced concrete pile foundations to store renewable energy generated from solar panels or windmills attached to building structures. The energy will be stored inside the pile foundation with hollow sections via compressed air. Given the relatively small volume of storage provided by the foundation, the required storage pressure is expected to be higher than that in the large-scale underground cavern. The high air pressure typically associated with large temperature increase, combined with structural loads, will make the pile foundation in a complicated loading condition, which might cause issues in the structural and geotechnical safety. This paper presents a preliminary analytical study on the performance of the pile foundation subjected to high pressure, large temperature increase and structural loads. Finite element analyses on pile foundation models, which are built from selected prototype structures, have been conducted. The analytical study identifies maximum stresses in the concrete of the pile foundation under combined pressure, temperature change and structural loads. Recommendations have been made for the use of reinforced concrete pile foundations for renewable energy storage.

1. Introduction

Over the past decades, a huge number of technologies for the production of so-called "green" energy have been developed, but none of them has reached the proper level of development for a full large- scale industrial application [1]. The main reason for that is the high cost of renewable energy in comparison with the financial and environmental benefits of its use. However, taking into account the inevitable depletion of traditional energy sources, developed countries continue to invest in further research in the field of renewable energy, which leads to a gradual reduction in the cost price of green energy production.

Another serious obstacle for the full-scale use of renewable energy is the lack of reliable and effective means for its storage as energy received from the sun, wind or water should be used immediately, otherwise it will be wasted [2]. Nowadays, the new methods for the partial accumulation of renewable energy by using various technologies are being developed. One of them is the conversion

(23)

1

1234567890

Impacts of flood on children and adults' health and ways to sustainable development

S Mohamed¹, I Y Ebenehi^1,3, A Adaji^1,2, T W Seow¹, N W Chan⁴, K C Goh¹ and M H I Abd Rahim¹

1Department of Construction Management, Faculty of Technology Management and Business, Universiti Tun Hussein Onn Malaysia, 86400 Parit Raja, Batu Pahat, Johor, Malaysia

2Department of Building Technology, Kogi State Polytechnic Lokoja, Nigeria

3Department of Building Technology, The Federal Polytechnic Bauchi, Nigeria

4School of Humanities, Universiti Sains Malaysia, Pulau Pinang, Malaysia Corresponding author: [email protected]

Abstract: One of the events that will remain fresh in the minds of Kelantanese is the 2014 massive flood that occurred at the end of that year. Heavy rains fell initiating vast flooding in most areas of Kelantan leading to great destruction of livelihood of local communities. Natural hazard such as floods are not only caused by natural processes but also by human activities.

The flood recorded severe fatalities, injuries and exposed many vulnerable to diseases. This paper through critical review of literature considered the long-term impact of floods on human’s health as the effects could meaningfully contribute to the worldwide burden of disease. Also, its outcomes are relentless hence need to be adequately comprehended and addressed through sustainability. This study revealed vulnerability to flood inclined ailments as psychological distress in the survivors is liable for a quota of all physical ailments. Hence, sustainable approach to flood preparedness and prevention is instantly needed. Accolades should be given to the Malaysian government for taken bold steps in that direction in recent time but success will be achieved if implementation is in compliance with sustainability agenda spelt in the New Sendai Framework for Disaster Risk Reduction 2015-2030.

1. Introduction

The flooding experience of 2014 cannot be forgotten by Malaysians especially the Kelantanese.

Precisely, on the 26^th of December 2014 to January 2, 2015, there was a massive flood in the state of Kelantan, Malaysia. Heavy rains fell initiating great flooding in most regions of Kelantan resulting into great disruption of livelihood of residents [1].

Report had it that across the country, quite a large population of residents were affected by the ugly visitor (flood) and Kelantan state was identified as the most affected among the affected states [2]. In an attempt to describe the scenario, it is not out of place for one to say that the speed of the flood water in the affected regions flowed so fast with vitality equivalent to that of Tsunami, displacing anything that obstruct its channel of flow including buildings and other infrastructures as displayed in figure 1 and figure 2 respectively.

(24)

1

1234567890

Effect of water curing duration on strength behaviour of portland composite cement (PCC) mortar

M A Caronge¹, M W Tjaronge¹, H Hamada² and R Irmawaty¹

1 Department of Environmental Engineering, Faculty of Engineering, Hasanuddin University, Gowa, Indonesia

2 Department of Civil and Structural Engineering, Faculty of Engineering, Kyushu University, Fukuoka, Japan

Corresponding author: [email protected]

Abstract. Cement manufacturing of Indonesia has been introduced Portland Composite Cement (PCC) to minimize the rising production cost of cement which contains 80% clinker and 20% mineral admixture. A proper curing is very important when the cement contains mineral admixture materials. This paper reports the results of an experimental study conducted to evaluate the effect of water curing duration on strength behaviour of PCC mortar. Mortar specimens with water to cement ratio of (W/C) 0.5 were casted. Compressive strength, flexural strength and concrete resistance were tested at 7, 28 and 91 days cured water. The results indicated that water curing duration is essential to continue the pozzolanic reaction in mortar which contributes to the development of strength of mortar made with PCC.

1.Introduction

Cement manufacturing companies in Indonesia has been introduced Portland Composite Cement (PCC) to minimize the rising production cost of cement. The PCC equivalent with CEM Type II/A-M cement which contains 80% clinker and 20% mineral admixture including ground granulated blast furnace slag, silica fume, fly ash and gypsum. The use of the PCC on concrete production requires a proper curing due the presence of mineral admixture. Although it is very simple and inexpensive procedure, proper initial curing has an important influence on improving the concrete quality [1-2].

The objective of curing is considered by the duration of providing concrete with sufficient humidity and appropriate temperature conditions to reduce the loss of moisture to ensure the progress of hydration reactions causing the filling and segmentation of capillary voids by hydrated compounds [3- 4]. The matter would be more critical in the case of the cement containing supplementary cementitious material because the pozzolanic reaction is very sensitive to the curing procedure.

According to the ACI Committee 308 [5], the curing period should be extended to 14 days when the cement contains supplementary cementitious materials, owing to the slow hydration reactions between supplementary cementitious materials and the calcium hydroxide. Furthermore, curing condition also could be an important parameter in controlling durability of the reinforced concrete exposed to the marine environment [6].

In this study, the effect of water curing duration on strength behaviour of mortar made from PCC was evaluated. Mortar specimens with water to cement ratio of (W/C) 0.5 were casted. Compressive strength, flexural strength and concrete resistance were tested at 7, 28 and 91 days cured water.

(25)

1

1234567890

Utilization of sugarcane bagasse ash in concrete as partial replacement of cement

Sajjad Ali Mangi¹, Jamaluddin N¹, Wan Ibrahim M H¹, Abd Halid Abdullah¹, A S M Abdul Awal¹, Samiullah Sohu¹ and Nizakat Ali²

1Jamilus Research Centre, Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, 86400 Batu Pahat, Johor, Malaysia.

2 Graduate Student, Department of Civil Engineering, MUET, Campus, Khairpur, Pakistan.

Corresponding author: [email protected]

Abstract. This research addresses the suitability of sugarcane bagasse ash (SCBA) in concrete used as partial cement replacement. Two grades of concrete M15 and M20 were used for the experimental analysis. The cement was partially replaced by SCBA at 0%, 5%, and 10%, by weight in normal strength concrete (NSC). The innovative part of this study is to consider two grades of concrete mixes to evaluate the performance of concrete while cement is replaced by sugarcane bagasse ash. The cylindrical specimens having size 150 mm x 300 mm were used and tested after curing period of 7, 14 and 28 days. It was observed through the experimental work that the compressive strength increases with incorporating SCBA in concrete. Results indicated that the use of SCBA in concrete (M20) at 5% increased the average amount of compressive strength by 12% as compared to the normal strength concrete. The outcome of this work indicates that maximum strength of concrete could be attained at 5% replacement of cement with SCBA. Furthermore, the SCBA also gives compatible slump values which increase the workability of concrete.

1. Introduction

Sugarcane is main food crop in tropical and subtropical countries. It is the major resource for the sugar production. Sugarcane bagasse (SCB) is the waste created after juice extraction from sugarcane. The Sugarcane bagasse ash (SCBA) is acquired through the control burning of sugarcane bagasse. The SCB creates the environmental nuisance due to direct disposal on the open lands and forms garbage heaps in that area [1]. According to Barroso [2] that one ton sugarcane generates the 280 kg of bagasse waste. It generates economics as well as environmental related issues, to solving this issues, enormous efforts have been global towards the bagasse waste management i.e. handling, disposed-off and application. To reduce the environmental burden, the usage of waste materials in concrete is a significant aspect, the sugarcane bagasse ash (SCBA) is a waste material of sugar industry, which has a good potential to utilize in concrete as cement replacement. Sugarcane is main crop and besides that high worth crop of south Asia normally termed as cash-crop. It is important to sugar and production related to it. The sugar industry plays an essential part in the countrywide economy of Pakistan.

According to the report of Pakistan sugar mills association, Pakistan produced 65.45 million tons of sugarcane in the year 2015-16 and production of year 2016-17 is forecasted at 71.371 million tons [3].

Furthermore, globally, the researchers are concentrating on usage of both industrial and agricultural waste, as raw material sources for the industry, the appropriate usage of this waste material would not

PROSIDING Judul Karya Ilmiah : Experimental Study on T

Scopus

Source details

IOP Conference Series: Materials Science and Engineering

0.53

0.192

0.531

0.53

0.21

I-ITI{IVI

This

to certify that

YULITA ARNI PRIASTIWI

has participated as

PRESENTER

at the rst Globat Congress on Construction, Material and Structural Engineering (GCoMSE

from

28th to zgth August zotT at

Mitl.esime Hotel, Johor Bahru, Malaysia

ommittee

GLo

Material and

4

Global Congress on Construction, Material and Structural Engineering 2017 (GCoMSE2017)

K E Y N O T E S P E A K E R S

GCoMSE 2017 will feature keynote addresses by distinguished speakers from the academia and the industry.

Table of contents

Accepted papers received: 15 November 2017 Published online: 7 December 2017

Preface

Papers

Advanced Construction Materials



Volume 271

2017

Global Congress on Construction, Material and Structural Engineering 2017 (GCoMSE2017)

28–29 August 2017, Johor Bahru, Malaysia

Global Congress on Construction, Material and Structural Engineering 2017 (GCoMSE2017)

Global Congress on Construction, Material and Structural Engineering 2017 (GCoMSE2017)

Peer review statement

Utilization of sugarcane bagasse ash in concrete as partial replacement of cement

Strength development of pervious concrete containing engineered biomass aggregate

Utilization of fly ash as partial sand replacement in oil palm shell lightweight aggregate concrete

Physical and mechanical properties of self-compacting concrete containing superplasticizer and metakaolin

Stress distribution study on multi-holes configurations in woven fabric kenaf composite plates

Properties of concrete containing coconut shell powder (CSP) as a filler

Durability of coconut shell powder (CSP) concrete

Dynamic modulus of nanosilica modified porous asphalt

The optimum content of rubber ash in concrete: flexural strength

Comparative study of modified bitumen binder properties collected from mixing plant and quarry.

Compressive and flexural strength of concrete containing palm oil biomass clinker and polypropylene fibres

Foamed concrete containing rice husk ash as sand replacement: an experimental study on compressive strength

Effects of heating durations on normal concrete residual properties: compressive strength and mass loss

Vibration behaviour of foamed concrete floor with polypropylene and rise husk ash fibre

Sound absorption and morphology characteristic of porous concrete paving blocks

Build environment

Study on effects of different patterns and cracking for wastes FRP (used banner) wrapping on compressive strength of confined concrete

The comparison of properties and cost of material use of natural rubber and sand in manufacturing cement mortar for construction sub-base layer

Effect of water curing duration on strength behaviour of portland composite cement (PCC) mortar

Effect of notch position on fracture energy for foamed concrete

Thermal repellent properties of surface coating using silica

The potential of net zero energy buildings (NZEBs) concept at design stage for healthcare buildings towards sustainable development

Passive wall cooling panel with phase change material as a cooling agent

Preliminary analytical study on the feasibility of using reinforced concrete pile

foundations for renewable energy storage by compressed air energy storage technology

Alternative design of pipe sleeve for liquid removal mechanism in mortar slab layer

Impacts of flood on children and adults' health and ways to sustainable development

The impact of floods in hospital and mitigation measures: A literature review

Thermal characteristics of a residential house in a new township in Johor Bahru

Influence of children pedestrian behaviour on pedestrian space usage

Effect of urban noise to the acoustical performance of the secondary school's learning spaces – A case study in Batu Pahat.

The application, benefits and challenges of retrofitting the existing buildings

The durability of concrete containing recycled tyres as a partial replacement of fine aggregate

Compatibility improvement method of empty fruit bunch fibre as a replacement material in cement bonded boards: A review

Sound absorption coefficient of coal bottom ash concrete for railway application

Marshall properties and rutting resistance of hot mix asphalt with variable reclaimed asphalt pavement (RAP) content

Mechanical behaviour of fibre reinforced concrete using soft – drink can

Effect of nylon fiber on mechanical properties of cement based mortar

A study on the performance of concrete containing recycled aggregates and ceramic as materials replacement

Structural Health Monitoring System

Investigation on dynamic performance of concrete column crumb rubber steel and fiber concrete

at the rst Globat Congress on Construction, Material and Structural Engineering ^(GCoMSE