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Effects of Inclination Angle and Height of Blast Load on the Dynamic Behavior of Floor Slabs with Stiffening Beams Cover

Effects of Inclination Angle and Height of Blast Load on the Dynamic Behavior of Floor Slabs with Stiffening Beams

Civil and Environmental Engineering
Volume 20 (2024): Issue 1 (June 2024)
By: Haryo Koco Buwono,  Sugito,  Sofia W. Alisjahbana,  Tanjung Rahayu,  Trijeti,  Nurmansyah Alami,  Hari Prasiddha and  Deby Puspitaningrum  
Open Access
|Jun 2024

Authors

Haryo Koco Buwono

haryo.koco@umj.ac.id

Civil Engineering, Faculty of Engineering, Universitas Muhammadiyah Jakarta, Indonesia

Sugito

Civil Engineering, Faculty of Engineering, Universitas Bandar Lampung, Lampung, Indonesia

Sofia W. Alisjahbana

Civil Engineering, Faculty of Engineering and Computer Science, Bakrie University, Indonesia

Tanjung Rahayu

Civil Engineering, Faculty of Engineering, Universitas Muhammadiyah Jakarta, Indonesia

Trijeti

Civil Engineering, Faculty of Engineering, Universitas Muhammadiyah Jakarta, Indonesia

Nurmansyah Alami

Civil Engineering, Faculty of Engineering, Universitas Muhammadiyah Purworejo, Indonesia

Hari Prasiddha

Expertise Practitioner in High Voltage Engineering, Indonesia

Deby Puspitaningrum

Communication Science, Faculty of Communication and Language, Universitas Bina Sarana Informatika, Indonesia
DOI: https://doi.org/10.2478/cee-2024-0006 | Journal eISSN: 2199-6512 | Journal ISSN: 1336-5835
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Language: English
Page range: 68 - 77
Published on: Jun 26, 2024
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year
Keywords:
Blast load,
Plate,
Stiffeners,
Tilt Angle,
Blast height
Related subjects:
Business and economics,
Political economics,
Economic theory, systems and structures,
Business management,
Industries,
Environmental management

© 2024 Haryo Koco Buwono, Sugito, Sofia W. Alisjahbana, Tanjung Rahayu, Trijeti, Nurmansyah Alami, Hari Prasiddha, Deby Puspitaningrum, published by University of Žilina
This work is licensed under the Creative Commons Attribution 4.0 License.

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