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All Journal Jurnal Teknik ITS IPTEK The Journal of Engineering IPTEK Journal of Proceedings Series IPTEK The Journal for Technology and Science Journal of Civil Engineering Civil Engineering Dimension Jurnal Aplikasi Teknik Sipil Jurnal Teknologi dan Manajemen Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil JEECS (Journal of Electrical Engineering and Computer Sciences)
Iranata, Data
Assistant Professor, Department Of Civil Engineering, Sepuluh Nopember Institute Of Technology (ITS), ITS Campus, Sukolilo, Surabaya 60111, Indonesia.
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Electrical & Electronics Engineering Engineering Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering Transportation

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Journal : IPTEK Journal of Proceedings Series

 1 
Effects of Vibration Located on the Steel Truss Bridges under Moving Load Mohamad Ibrahim Zaed Ammar; Endah Wahyuni; Data Iranata
IPTEK Journal of Proceedings Series No 1 (2017): The 2nd International Conference on Civil Engineering Research (ICCER) 2016
Publisher : Institut Teknologi Sepuluh Nopember

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1922.579 KB) | DOI: 10.12962/j23546026.y2017i1.2198

Abstract

Structural vibration control as an advanced technology in engineering consists of implementing energy dissipation devices or control systems into structures to reduce excessive structural vibration, enhance human comfort and prevent catastrophic structural failure due to strong winds and earthquakes, among other inputs. When the bridge carries heavy traffic, vibrations in the bridge structural elements subjected to high levels of stress. This tension bridge subjected to fatigue. This paper studies and focus the effects of vibration of steel truss bridges and finally to suggest future directions of research and innovation. The possibilities of modal properties of global and local vibration method in determining the structural changes in the truss bridges discussed located to the results of finite element analysis.
Vulnerability Assessment of Reinforced Concrete Building Subjected to Seismic Loads Using Pushover Analysis Endah Wahyuni; Data Iranata; Heppy Kristijanto
IPTEK Journal of Proceedings Series Vol 1, No 1 (2014): International Seminar on Applied Technology, Science, and Arts (APTECS) 2013
Publisher : Institut Teknologi Sepuluh Nopember

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/j23546026.y2014i1.377

Abstract

Buildings should be designed to withstand an earthquake based on earthquake planning standard. However, the references used in the regulation could not show building performance to the actual earthquake directly. Therefore, it required an assessment of the existing buildings, in order to evaluate their vulnerability (structural performance level).This study discussed the vulnerability assessment of reinforced concrete buildings from the analysis of the relationship between base shear and displacement, and any failure that occurred.The first step of the evaluation was analyzed the seismic loads with Static Nonlinear (Pushover) Analysis using SAP2000 software. The pushover analysis results showed the level of damage to assessthe building damages. This research was based on SNI 03-1726-2002, Federal Emergency Management Agency (FEMA) 273/356, FEMA 440, and the Applied Technology Council (ATC)-40. Displacement values obtained from Pushover Analysis compared with the field studies. From the pushover analysis, the results obtained the capacity curve showing the relationships between the base shearsand the displacements, reviewed at each elastic conditions, ultimate, plastic and collapse. The numerical results turned out to be closed to the performance level of the structure in the field. Thus the analysis can be used as a reference on an assessment level of performance and behavior of the existing structure as well as the vulnerability of the structure.
Co-Authors . Faimun Abdul Rochim Adnan Fadhlullah Muharam Ahmad Basshofi Habieb Alfian Ravi Roshan Ali Limam Alrasyid, Harun Amalia, Aniendhita Rizki Bambang Piscesa Cintantya Budi Casita Dea Fauziah Larasati Djoko Irawan Djoko Irawan Endah Wahyuni Fajrin Ramadhani Ferry Alius Fistcar, Wawarisa Alnu Hendri Hermawan Heppy Kristijanto Hera Widyastuti Hidajat Sugihardjo I Gusti Putu Raka Indra Komara, Indra Januarti Jaya Ekasaputri Killian Casey Wisman Maheswari Dinda Radito Masahide Matsumura Mohamad Ibrahim Zaed Ammar Muhammad Ali Rofiq Muhammad Anhar Prakoso Nadia Jasmine Setianty Simanjuntak Prasetya, Dwi Prastyanto, Catur Arif Priyo Suprobo Radityo Anggoro, Radityo Redha Sadhu Leksono Refani, Afif Navir Riski Purwana Putra Shelvy Surya Suswanto, Budi Sylvya Anggraini Tavio, Tavio Wildan Pramadistya Rifliansah Yhona Yuliana Yohanes Duran