TY - JOUR
T1 - Assessment and evaluation procedure of existing industrial building structure based on ASCE 41-17
AU - Wijaya, Usman
AU - Putra, I. Gede E.A.
AU - Tavio,
N1 - Publisher Copyright:
© 2020 Published under licence by IOP Publishing Ltd.
PY - 2020
Y1 - 2020
N2 - Both the building structure and infrastructure in Indonesia today has increased in line with the development of planning and design regulations. Learning from the past, the concept of planning and design continues to be improved to ensure the safety of the surrounding environment. The completed building needs to be evaluated for the development of the existing structure. In terms of examining the quality of the material on the existing structural elements, a test is divided into two types, namely destructive and non-destructive. In concrete destructive test was done by coring tests while for non-destructive test the Ultrasonic Pulse Velocity (UPV) test method was used, Brinell Hardness test was used in steel. In this case industrial building were built in the 1990s. The workflow refers to ASCE 41-17 including examining existing buildings which are divided into three tiers namely Tier 1: Screening, Tier 2: Deficiency-Based Evaluation and Retrofits, Tier 3: Systematic Evaluation and Retrofits. In this paper was limited only in tier 1. From the results in both the ASD and LRFD methods obtained data that some steel members that were reviewed need to be carried out further analysis at tier-2 level where It was needed to do retrofit.
AB - Both the building structure and infrastructure in Indonesia today has increased in line with the development of planning and design regulations. Learning from the past, the concept of planning and design continues to be improved to ensure the safety of the surrounding environment. The completed building needs to be evaluated for the development of the existing structure. In terms of examining the quality of the material on the existing structural elements, a test is divided into two types, namely destructive and non-destructive. In concrete destructive test was done by coring tests while for non-destructive test the Ultrasonic Pulse Velocity (UPV) test method was used, Brinell Hardness test was used in steel. In this case industrial building were built in the 1990s. The workflow refers to ASCE 41-17 including examining existing buildings which are divided into three tiers namely Tier 1: Screening, Tier 2: Deficiency-Based Evaluation and Retrofits, Tier 3: Systematic Evaluation and Retrofits. In this paper was limited only in tier 1. From the results in both the ASD and LRFD methods obtained data that some steel members that were reviewed need to be carried out further analysis at tier-2 level where It was needed to do retrofit.
UR - http://www.scopus.com/inward/record.url?scp=85083726236&partnerID=8YFLogxK
U2 - 10.1088/1742-6596/1477/5/052045
DO - 10.1088/1742-6596/1477/5/052045
M3 - Conference article
AN - SCOPUS:85083726236
SN - 1742-6588
VL - 1477
JO - Journal of Physics: Conference Series
JF - Journal of Physics: Conference Series
IS - 5
M1 - 052045
T2 - 2nd International Conference on Computer, Science, Engineering, and Technology, ICComSET 2019
Y2 - 15 October 2019 through 16 October 2019
ER -