Teknik Sipil

INSTITUT TEKNOLOGI PADANG KOTA PADANG - SUMATERA BARAT, ID CODE PRODI : 22101 CODE PT : 102002
4
Authors
3.610
SINTA Score Overall
520
SINTA Score 3Yr
903
SINTA Score Overall Productivity
130
SINTA Score 3Yr Productivity
Latest number of publications
Simplified evaluation method for seismic capacity of existing RC building considering masonry infill strength
Q4 Journal AIP Conference Proceedings
Creator : Maidiawati
2024 0 cited
Dilated Brick Masonary Infills to Avoid the Diagonal Compression Struts During Lateral Reversed Cyclic Load
Q4 Journal Lecture Notes in Civil Engineering
Creator : Tanjung J.
2024 0 cited
Analytical study on the effect of amount of openings on lateral capacity of infilled RC frame structure
Q4 Journal AIP Conference Proceedings
Creator : Akbar F.A.
2024 0 cited
Comparative Analysis on Lateral Strength of Multi-Span RC Frame with Different Types of Infill Walls
Q3 Journal IOP Conference Series: Earth and Environmental Science
Creator : Nugroho F.
2023 0 cited
The importance of anchors between RC column and masonry infill for safe RC frame construction
Q4 Journal AIP Conference Proceedings
Creator : Tanjung J.
2023 0 cited
ANALYTICAL STUDY ON EFFECT OF CENTRAL OPENING OF MASONRY INFILL TO THE LATERAL STRENGTH OF RC FRAME STRUCTURE
Q3 Journal Journal of Applied Engineering Science
Creator : Medriosa H.
2022 2 cited
ANALYTICAL STUDY ON LATERAL STRENGTH OF MULTI-SPAN RC FRAME WITH MASONRY INFILL
Q3 Journal Civil and Environmental Engineering
Creator : Nugroho F.
2022 2 cited
A Simple Strengthening Method for Preventing Collapsed of Vulnerable Masonry Infills
Q1 Journal Buildings
Creator : Maidiawati
2022 4 cited
The seismic responses of RC frames infilled with full and partial masonry walls under cyclic lateral load
Q4 Journal IOP Conference Series: Earth and Environmental Science
Creator : Maidiawati
2021 3 cited
Case study: mapping the tsunami-hazard zone in the Pasir Jambak sub-district, in Padang, Indonesia
Q3 Journal E3S Web of Conferences
Creator : Honesti L.
2021 0 cited
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Article 42 263 36
Citation 221 966 197
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