Life cycle assessment of reinforced concrete residential buildings designed based on the proposed National Structural Code of the Philippines 8th edition seismic provisions

• Investigated building base shear, cost, and GWP effects of proposed NSCP updating • Designed 4-storey RC residential buildings with proposed NSCP-8 seismic guidelines • Using NSCP-8 in Metro Manila was statistically insignificant except in GWP criteria • In Metro Cebu, higher values found for NSCP-8 base shear, cost and GWP at S E • NSCP-8 lower cost and GWP in Metro Davao at most by 18.94% and 20.33%, respectively The National Structural Code of the Philippines (NSCP), the structural code for seismic building design in the Philippines, was proposed for updating for its 8 th edition by adopting ASCE 7-05 as its reference from its current 7 th edition reference of UBC 97. This study investigated the costs and environmental impacts, specifically the global warming potential (GWP), of buildings designed using the NSCP 7 th edition and its proposed 8 th edition. Life Cycle Assessment (LCA) was employed to evaluate the cradle-to-gate cost and GWP impacts of a 4-storey residential reinforced concrete building. The base shears were determined to relate the structural design to the economic and environmental aspects. As a limitation, this study focused on the three metropolitan areas of the country: Manila, Cebu, and Davao. Based on the evaluations, Metro Manila structures using the NSCP 8 th edition exhibited lower base shears at S A , S B , and S D soil types, whereas higher base shears were observed at S C and S E . Moreover, lower GWP and costs were manifested only on the S C . Regarding the Metro Cebu, building base shears, GWP, and cost were lowered in the NSCP 8 th edition by an average of 21.72%, 10.19% and 9.20%, respectively, except for S E . For Metro Davao, regardless of soil profile, design using NSCP 8 th edition reduced the base shear by 7.28%, GWP by 7.42%, and costs by 7.18% at the mean value. Statistically, adopting the NSCP 8 th edition had significant impacts, except for the base shears and costs of Metro Manila structures.

Authors

Institutions

Publication Details

Journal
Results in Engineering
Published
2026-02-24
DOI
https://doi.org/10.1016/j.rineng.2026.109723
Primary Topic
Life Cycle Costing Analysis
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Life cycle assessment of reinforced concrete residential buildings designed based on the proposed National Structural Code of the Philippines 8th edition seismic provisions

John Paul Q. de Pedro, Kenneth Jae Elevado, Mark Elson C. Lucio, Jason Maximino C. Ongpeng et al.
Results in Engineering
Life Cycle Costing Analysis
article

Life cycle assessment of reinforced concrete residential buildings designed based on the proposed National Structural Code of the Philippines 8th edition seismic provisions

John Paul Q. de Pedro, Kenneth Jae Elevado, Mark Elson C. Lucio, Jason Maximino C. Ongpeng, Rodolfo P. Mendoza, Rhem Leoric C. Dela Cruz, Cheryl Lyne C. Roxas
article en

Abstract

• Investigated building base shear, cost, and GWP effects of proposed NSCP updating • Designed 4-storey RC residential buildings with proposed NSCP-8 seismic guidelines • Using NSCP-8 in Metro Manila was statistically insignificant except in GWP criteria • In Metro Cebu, higher values found for NSCP-8 base shear, cost and GWP at S E • NSCP-8 lower cost and GWP in Metro Davao at most by 18.94% and 20.33%, respectively The National Structural Code of the Philippines (NSCP), the structural code for seismic building design in the Philippines, was proposed for updating for its 8 th edition by adopting ASCE 7-05 as its reference from its current 7 th edition reference of UBC 97. This study investigated the costs and environmental impacts, specifically the global warming potential (GWP), of buildings designed using the NSCP 7 th edition and its proposed 8 th edition. Life Cycle Assessment (LCA) was employed to evaluate the cradle-to-gate cost and GWP impacts of a 4-storey residential reinforced concrete building. The base shears were determined to relate the structural design to the economic and environmental aspects. As a limitation, this study focused on the three metropolitan areas of the country: Manila, Cebu, and Davao. Based on the evaluations, Metro Manila structures using the NSCP 8 th edition exhibited lower base shears at S A , S B , and S D soil types, whereas higher base shears were observed at S C and S E . Moreover, lower GWP and costs were manifested only on the S C . Regarding the Metro Cebu, building base shears, GWP, and cost were lowered in the NSCP 8 th edition by an average of 21.72%, 10.19% and 9.20%, respectively, except for S E . For Metro Davao, regardless of soil profile, design using NSCP 8 th edition reduced the base shear by 7.28%, GWP by 7.42%, and costs by 7.18% at the mean value. Statistically, adopting the NSCP 8 th edition had significant impacts, except for the base shears and costs of Metro Manila structures.

Results in EngineeringVol. 29
De La Salle University (PH), University of Santo Tomas (PH)
Responsible consumption and production
Openalex Percentile: Top 47%
Life Cycle Costing Analysis
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.