|
Hysteretic Performance of Self-Centering Glulam Beam-to-Column Connections
DOI：10.1061/(ASCE)ST.1943-541X.0002012
Received：2017-04-21 ; Accepted：2017-10-19 ; Online：2018-03-08
|
- |
2018 |
5.3 |
6 |
|
Periodic Assembly of Steel Truss Systems for Efficient Analyses and Early Detection of Localized Damage Using Impulse Response Method
DOI：10.1061/(ASCE)ST.1943-541X.0002018
Received：2017-04-12 ; Accepted：2017-10-23 ; Online：2018-03-08
|
- |
2018 |
5.8 |
6.5 |
|
Modeling Cracks of Reinforced Concrete Slabs under Fire Conditions
DOI：10.1061/(ASCE)ST.1943-541X.0001996
Received：2016-10-26 ; Accepted：2017-09-26 ; Online：2018-03-08
|
- |
2018 |
10.5 |
11.2 |
|
New Spread Plasticity Model for Reinforced Concrete Structural Elements Accounting for Both Gravity and Lateral Load Effects
DOI：10.1061/(ASCE)ST.1943-541X.0002016
Received：2017-02-14 ; Accepted：2017-10-23 ; Online：2018-02-22
|
- |
2018 |
7.7 |
8.4 |
|
Estimating Plastic Strain and Residual Strain Capacity of Earthquake-Damaged Steel Reinforcing Bars
DOI：10.1061/(ASCE)ST.1943-541X.0001982
Received：2016-05-25 ; Accepted：2017-09-06 ; Online：2018-02-19
|
- |
2018 |
14.9 |
15.6 |
|
Numerical Study of Bond and Development of Column Longitudinal Reinforcement Extended into Oversized Pile Shafts
DOI：10.1061/(ASCE)ST.1943-541X.0002024
Received：2016-12-01 ; Accepted：2017-10-28 ; Online：2018-02-16
|
- |
2018 |
10.3 |
11 |
|
Theoretical Study of Ductile Fracture in Steel Structures in the Presence of Spatial Variability in Toughness
DOI：10.1061/(ASCE)ST.1943-541X.0002008
Received：2017-04-26 ; Accepted：2017-10-18 ; Online：2018-02-16
|
- |
2018 |
5.1 |
5.8 |
|
Risk-Informed Mean Recurrence Intervals for Updated Wind Maps in ASCE 7-16
DOI：10.1061/(ASCE)ST.1943-541X.0002011
Received：2017-01-30 ; Accepted：2017-10-19 ; Online：2018-02-16
|
- |
2018 |
8 |
8.7 |
|
Seismic Retrofit of Real Beam-Column Joints Using Fiber-Reinforced Cement Composites
DOI：10.1061/(ASCE)ST.1943-541X.0001999
Received：2017-02-28 ; Accepted：2017-10-03 ; Online：2018-02-16
|
- |
2018 |
6.5 |
7.2 |
|
Time-Dependent Response of Flush Endplate Connections to Fire Temperatures
DOI：10.1061/(ASCE)ST.1943-541X.0002006
Received：2016-11-08 ; Accepted：2017-10-17 ; Online：2018-02-13
|
- |
2018 |
10.7 |
11.4 |
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