|
Design of Cold-Formed Steel Clip Angles in Compression
DOI：10.1061/(ASCE)ST.1943-541X.0001767
Received：2016-01-21 ; Accepted：2016-12-07 ; Online：2017-02-17
|
- |
2017 |
10 |
10.7 |
|
Behavior of Self-Compacting Concrete Columns Reinforced Longitudinally with Steel Tubes
DOI：10.1061/(ASCE)ST.1943-541X.0001752
Received：2016-05-10 ; Accepted：2016-11-18 ; Online：2017-02-14
|
- |
2017 |
5.7 |
6.4 |
|
Cyclic In-Plane Shear Behavior of Double-Skin Composite Walls in High-Rise Buildings
DOI：10.1061/(ASCE)ST.1943-541X.0001749
Received：2016-05-15 ; Accepted：2016-11-08 ; Online：2017-02-14
|
- |
2017 |
5.2 |
5.9 |
|
Compression Model for Ultimate Postbuckling Shear Strength at Elevated Temperatures
DOI：10.1061/(ASCE)ST.1943-541X.0001737
Received：2017-05-10 ; Accepted：2016-10-27 ; Online：2017-02-14
|
- |
2017 |
-7.2 |
-6.5 |
|
Hinging Mechanisms of Masonry Single-Nave Barrel Vaults Subjected to Lateral and Gravity Loads
DOI：10.1061/(ASCE)ST.1943-541X.0001762
Received：2016-06-23 ; Accepted：2016-11-29 ; Online：2017-02-14
|
- |
2017 |
4.6 |
5.3 |
|
Reinforced Wood I-Joists with Web Openings
DOI：10.1061/(ASCE)ST.1943-541X.0001747
Received：2015-10-14 ; Accepted：2016-11-04 ; Online：2017-02-13
|
- |
2017 |
12.2 |
12.9 |
|
Load-Carrying Capacity of Lengthwise Cracked Wood Beams Retrofitted by Self-Tapping Screws
DOI：10.1061/(ASCE)ST.1943-541X.0001742
Received：2016-04-10 ; Accepted：2016-11-02 ; Online：2017-02-07
|
- |
2017 |
6.2 |
6.9 |
|
Fire-Resistance Behavior of a Newly Developed Cold-Formed Steel Composite Floor
DOI：10.1061/(ASCE)ST.1943-541X.0001744
Received：2015-06-12 ; Accepted：2016-11-02 ; Online：2017-02-06
|
- |
2017 |
16.3 |
17 |
|
Analytical and Experimental Lateral-Load Response of Self-Centering Posttensioned CLT Walls
DOI：10.1061/(ASCE)ST.1943-541X.0001733
Received：2016-02-25 ; Accepted：2016-10-24 ; Online：2017-02-06
|
- |
2017 |
7.4 |
8.1 |
|
Lateral Loading Performance of Lightweight Glubam Shear Walls
DOI：10.1061/(ASCE)ST.1943-541X.0001751
Received：2016-04-16 ; Accepted：2016-11-18 ; Online：2017-02-06
|
- |
2017 |
6.5 |
7.2 |
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