|
Three-Parameter Kinematic Theory for Shear-Dominated Reinforced Concrete Walls
DOI：10.1061/(ASCE)ST.1943-541X.0001489
Received：2014-11-19 ; Accepted：2015-12-10 ; Online：2016-03-09
|
- |
2016 |
12.2 |
12.9 |
|
Behavior and Design of Thin-Walled Cold-Formed Steel Clip Angles Subjected to Shear Load
DOI：10.1061/(ASCE)ST.1943-541X.0001493
Received：2015-05-07 ; Accepted：2015-12-10 ; Online：2016-03-03
|
- |
2016 |
6.5 |
7.2 |
|
Triaxial Constitutive Model for Concrete under Cyclic Loading
DOI：10.1061/(ASCE)ST.1943-541X.0001491
Received：2015-03-25 ; Accepted：2015-12-10 ; Online：2016-02-29
|
- |
2016 |
8 |
8.7 |
|
Stainless Steel Grids for Confinement of Clay Brick Masonry Columns
DOI：10.1061/(ASCE)ST.1943-541X.0001510
Received：2015-03-23 ; Accepted：2016-01-08 ; Online：2016-02-29
|
- |
2016 |
9 |
9.7 |
|
Practical Nonlinear Modeling of Reinforced Concrete Structural Walls
DOI：10.1061/(ASCE)ST.1943-541X.0001492
Received：2015-04-06 ; Accepted：2015-12-10 ; Online：2016-02-25
|
- |
2016 |
7.6 |
8.3 |
|
Steel Columns Subjected to Thermal Gradients from Fire Loading: Experimental Evaluation
DOI：10.1061/(ASCE)ST.1943-541X.0001500
Received：2014-09-07 ; Accepted：2015-12-17 ; Online：2016-02-25
|
- |
2016 |
14.8 |
15.5 |
|
Modeling, Analysis, and Behavior of Load-Carrying Precast Concrete Sandwich Panels
DOI：10.1061/(ASCE)ST.1943-541X.0001490
Received：2015-01-04 ; Accepted：2015-12-10 ; Online：2016-02-25
|
- |
2016 |
10.6 |
11.3 |
|
Influence of Cracking on Heat Propagation in Reinforced Concrete Structures
DOI：10.1061/(ASCE)ST.1943-541X.0001483
Received：2015-04-12 ; Accepted：2015-11-24 ; Online：2016-02-24
|
- |
2016 |
6.8 |
7.5 |
|
Safety and Serviceability of Reinforced Concrete Beam-Column Joints Supported by Shores and Reshores during Construction
DOI：10.1061/(ASCE)ST.1943-541X.0001494
Received：2015-05-14 ; Accepted：2015-12-10 ; Online：2016-02-18
|
- |
2016 |
6.3 |
7 |
|
Time-Dependent Analysis of Prestressed Cable Nets
DOI：10.1061/(ASCE)ST.1943-541X.0001465
Received：2014-12-21 ; Accepted：2015-11-03 ; Online：2016-02-16
|
- |
2016 |
9.9 |
10.6 |
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