|
Development and Evaluation of Seismic Retrofit Alternatives for Older Concentrically Braced Frames
DOI：10.1061/(ASCE)ST.1943-541X.0001738
Received：2016-06-01 ; Accepted：2016-10-28 ; Online：2016-12-08
|
- |
2017 |
4.3 |
5 |
|
Eccentric Compression Strength of Rectangular Concrete-Filled Tubular Columns Using High-Strength Steel Thin Plates
DOI：10.1061/(ASCE)ST.1943-541X.0001724
Received：2016-02-10 ; Accepted：2016-10-12 ; Online：2016-12-05
|
- |
2017 |
7.5 |
8.2 |
|
Estimation of the Generalized Sobol’s Sensitivity Index for Multivariate Output Model Using Unscented Transformation
DOI：10.1061/(ASCE)ST.1943-541X.0001721
Received：2016-03-12 ; Accepted：2016-10-11 ; Online：2016-12-02
|
- |
2017 |
6.4 |
7.1 |
|
Perforated Cold-Formed Steel Members in Compression. II: Design
DOI：10.1061/(ASCE)ST.1943-541X.0001636
Received：2015-09-06 ; Accepted：2016-07-11 ; Online：2016-12-02
|
- |
2017 |
9.6 |
10.3 |
|
Perforated Cold-Formed Steel Members in Compression. I: Parametric Studies
DOI：10.1061/(ASCE)ST.1943-541X.0001635
Received：2015-09-02 ; Accepted：2016-07-11 ; Online：2016-12-02
|
- |
2017 |
9.7 |
10.4 |
|
Modeling the Temporal Correlation in Hurricane Frequency for Damage Assessment of Residential Structures Subjected to Climate Change
DOI：10.1061/(ASCE)ST.1943-541X.0001710
Received：2015-10-28 ; Accepted：2016-09-29 ; Online：2016-11-30
|
- |
2017 |
10.5 |
11.2 |
|
Cyclic Testing of Reinforced Concrete Walls with Distributed Minimum Vertical Reinforcement
DOI：10.1061/(ASCE)ST.1943-541X.0001723
Received：2015-03-19 ; Accepted：2016-10-12 ; Online：2016-11-30
|
- |
2017 |
18.4 |
19.1 |
|
Methodology for Development of Physics-Based Tsunami Fragilities
DOI：10.1061/(ASCE)ST.1943-541X.0001715
Received：2016-05-05 ; Accepted：2016-10-05 ; Online：2016-11-30
|
- |
2017 |
4.4 |
5.1 |
|
Robustness of Load and Resistance Design Factors for RC Columns with Wind-Dominated Combination Considering Random Eccentricity
DOI：10.1061/(ASCE)ST.1943-541X.0001720
Received：2015-12-22 ; Accepted：2016-10-11 ; Online：2016-11-28
|
- |
2017 |
9.1 |
9.8 |
|
Experimental Resistance and Available Ductility of Steel-Plate Composite Walls in One-Way Bending
DOI：10.1061/(ASCE)ST.1943-541X.0001714
Received：2016-03-14 ; Accepted：2016-10-05 ; Online：2016-11-28
|
- |
2017 |
6.1 |
6.8 |
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