|
Strong-Axis Stability of Wide Flange Steel Columns in the Presence of Weak-Axis Flexure
DOI：10.1061/(ASCE)ST.1943-541X.0001448
Received：2015-01-18 ; Accepted：2015-09-30 ; Online：2016-01-06
|
- |
2016 |
7.8 |
8.5 |
|
Impact Tests of Model RC Columns by an Equivalent Truck Frame
DOI：10.1061/(ASCE)ST.1943-541X.0001449
Received：2015-02-20 ; Accepted：2015-09-30 ; Online：2016-01-06
|
- |
2016 |
6.7 |
7.4 |
|
Axial Load and Cyclic Lateral Load Tests for Composite Columns with Steel Angles
DOI：10.1061/(ASCE)ST.1943-541X.0001452
Received：2014-11-21 ; Accepted：2015-10-05 ; Online：2016-01-05
|
- |
2016 |
9.9 |
10.6 |
|
Seismic Resilience of Transportation Networks with Deteriorating Components
DOI：10.1061/(ASCE)ST.1943-541X.0001399
Received：2014-04-14 ; Accepted：2015-07-09 ; Online：2016-01-04
|
- |
2016 |
14.3 |
15 |
|
Nonlinear Time-Dependent Behavior of Composite Steel-Concrete Beams
DOI：10.1061/(ASCE)ST.1943-541X.0001432
Received：2014-10-10 ; Accepted：2015-08-31 ; Online：2016-01-04
|
- |
2016 |
10.1 |
10.8 |
|
Development of Reinforced and Posttensioned Glass Beams: Review of Experimental Research
DOI：10.1061/(ASCE)ST.1943-541X.0001453
Received：2015-06-10 ; Accepted：2015-10-06 ; Online：2015-12-29
|
- |
2016 |
3.2 |
3.9 |
|
Experimental Investigation on Stub-Column Behavior of Cold-Formed High-Strength Steel Tubular Sections
DOI：10.1061/(ASCE)ST.1943-541X.0001456
Received：2015-06-30 ; Accepted：2015-10-14 ; Online：2015-12-29
|
- |
2016 |
2.8 |
3.5 |
|
Theorems for Flexural Design of RC Members
DOI：10.1061/(ASCE)ST.1943-541X.0001454
Received：2015-04-03 ; Accepted：2015-10-14 ; Online：2015-12-18
|
- |
2016 |
5.8 |
6.5 |
|
Vibration of Prestressed Cable RC Truss Floor System due to Human Activity
DOI：10.1061/(ASCE)ST.1943-541X.0001447
Received：2014-10-07 ; Accepted：2015-09-22 ; Online：2015-12-17
|
- |
2016 |
11 |
11.7 |
|
Experimental Investigation of In-Plane Cyclic Response of Unbonded Posttensioned Masonry Walls
DOI：10.1061/(ASCE)ST.1943-541X.0001450
Received：2014-12-31 ; Accepted：2015-10-02 ; Online：2015-12-17
|
- |
2016 |
8.5 |
9.2 |
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