Abstract
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Shaomin Jia, Bowen Yang, Haijun Wang, Konstantinos Daniel Tsavdaridis, Zhaolan Wei
Abstract
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10.1061/(asce)be.1943-5592.0000290
10.1061/(asce)be.1943-5592.0000290
10.1016/j.ijdrr.2017.01.001
10.1016/j.ijdrr.2017.01.001
10.1002/eqe.2591
10.1002/eqe.2591
10.1193/1.2431396
10.1193/1.2431396
10.1166/sam.2024.4684
10.1166/sam.2024.4684
10.1007/978-3-319-30656-8
10.1007/978-3-319-30656-8
10.1016/j.engstruct.2010.08.008
10.1016/j.engstruct.2010.08.008
10.1080/15732470802663847
10.1080/15732470802663847
10.1061/(asce)st.1943-541x.0001514
10.1061/(asce)st.1943-541x.0001514
10.1061/(asce)0733-9445(2002)128:4(526)
10.1061/(asce)0733-9445(2002)128:4(526)
10.1016/j.engstruct.2014.10.050
10.1016/j.engstruct.2014.10.050
Unresolved referenced work
Provenance
crossref
Confidence 100%
ror
Confidence 99%
openalex
Confidence 95%
datacite
Confidence 0%
Kept as external metadata until matched
10.1007/s11803-009-8162-0
10.1007/s11803-009-8162-0
Construction Stage Seismic Resilience Evaluation of a Continuous Girder Bridge with the Cast-In-Place Cantilever Construction Method
2023
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10.1109/acait53529.2021.9731194
Seismic Vulnerability Analysis of Plate Rubber Bearings
2011
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10.1002/eqe.2991
10.1007/0-387-28678-0_5
10.1007/0-387-28678-0_5
10.1061/(asce)1084-0702(2007)12:6(689)
10.1061/(asce)1084-0702(2007)12:6(689)
10.1193/1.2198872
10.1193/1.2198872
10.1016/j.engstruct.2017.03.016
10.1016/j.engstruct.2017.03.016
10.1007/s11803-003-0001-0
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Unresolved referenced work
2024
Study on the Seismic Collapse Resistance of Structural System
2010
Method of Failure Mode Evaluation of Structure Based on Seismic Resilience Index
2017
Bridge Vulnerability Analysis Based on Probabilistic Seismic Demand Models
2013
10.1109/acait53529.2021.9731194
10.1109/acait53529.2021.9731194 · doi-reference
10.1007/s11803-003-0001-0
10.1007/s11803-003-0001-0 · doi-reference
10.1016/j.engstruct.2017.03.016
10.1016/j.engstruct.2017.03.016 · doi-reference
10.1193/1.2198872
10.1193/1.2198872 · doi-reference
10.1061/(asce)1084-0702(2007)12:6(689)
10.1061/(asce)1084-0702(2007)12:6(689) · doi-reference
10.1007/0-387-28678-0_5
10.1007/0-387-28678-0_5 · doi-reference
10.1002/eqe.2991
10.1002/eqe.2991 · doi-reference
10.21595/jve.2023.23543
10.21595/jve.2023.23543 · doi-reference
10.1007/s11803-009-8162-0
10.1007/s11803-009-8162-0 · doi-reference
10.1016/j.engstruct.2014.10.050
10.1016/j.engstruct.2014.10.050 · doi-reference
10.1061/(asce)0733-9445(2002)128:4(526)
10.1061/(asce)0733-9445(2002)128:4(526) · doi-reference
10.1061/(asce)st.1943-541x.0001514
10.1061/(asce)st.1943-541x.0001514 · doi-reference
10.1080/15732470802663847
10.1080/15732470802663847 · doi-reference
10.1016/j.engstruct.2010.08.008
10.1016/j.engstruct.2010.08.008 · doi-reference
10.1007/978-3-319-30656-8
10.1007/978-3-319-30656-8 · doi-reference
10.1166/sam.2024.4684
10.1166/sam.2024.4684 · doi-reference
10.1193/1.2431396
10.1193/1.2431396 · doi-reference
10.1002/eqe.2591
10.1002/eqe.2591 · doi-reference
10.1016/j.ijdrr.2017.01.001
10.1016/j.ijdrr.2017.01.001 · doi-reference
10.1061/(asce)be.1943-5592.0000290
10.1061/(asce)be.1943-5592.0000290 · doi-reference