|
Second-Order Effects on Wind-Induced Structural Behavior of High-Rise Steel Buildings
DOI：10.1061/(ASCE)ST.1943-541X.0001943
Received：2016-10-27 ; Accepted：2017-07-13 ; Online：2017-12-08
|
- |
2018 |
7.9 |
8.6 |
|
System Reliability of Floor Diaphragms Framed from Cold-Formed Steel with Wood Sheathing
DOI：10.1061/(ASCE)ST.1943-541X.0001958
Received：2016-12-30 ; Accepted：2017-08-03 ; Online：2017-12-08
|
- |
2018 |
6.5 |
7.2 |
|
Collapse Fragility Curves for RC Buildings Exhibiting Brittle Failure Modes
DOI：10.1061/(ASCE)ST.1943-541X.0001920
Received：2016-08-25 ; Accepted：2017-06-27 ; Online：2017-12-06
|
- |
2018 |
9.5 |
10.2 |
|
Experimental Study on Tornado-Induced Wind Pressures on a Cubic Building with Openings
DOI：10.1061/(ASCE)ST.1943-541X.0001952
Received：2016-12-29 ; Accepted：2017-07-19 ; Online：2017-12-04
|
- |
2018 |
6 |
6.7 |
|
Profitability Analysis for Assessing the Optimal Seismic Retrofit Strategy of Industrial Productive Processes with Business-Interruption Consequences
DOI：10.1061/(ASCE)ST.1943-541X.0001946
Received：2017-01-18 ; Accepted：2017-07-14 ; Online：2017-12-04
|
- |
2018 |
5.2 |
5.9 |
|
Flexure Mechanism and Deformation at Bending-Compression Failure of RC Structural Walls
DOI：10.1061/(ASCE)ST.1943-541X.0001955
Received：2015-03-13 ; Accepted：2017-07-26 ; Online：2017-11-29
|
- |
2018 |
28.2 |
28.9 |
|
Experimental Study on Impact Behavior of Stud Shear Connectors between Concrete Slab and Steel Beam
DOI：10.1061/(ASCE)ST.1943-541X.0001945
Received：2016-09-10 ; Accepted：2017-07-14 ; Online：2017-11-28
|
- |
2018 |
9.5 |
10.2 |
|
Structural Identification Using Computer Vision–Based Bridge Health Monitoring
DOI：10.1061/(ASCE)ST.1943-541X.0001925
Received：2016-01-15 ; Accepted：2017-06-30 ; Online：2017-11-28
|
- |
2018 |
17 |
17.7 |
|
Modeling the Flexural Collapse of Thin-Walled Spirally Welded Tapered Tubes
DOI：10.1061/(ASCE)ST.1943-541X.0001950
Received：2016-09-21 ; Accepted：2017-07-19 ; Online：2017-11-28
|
- |
2018 |
9.3 |
10 |
|
Seismic Retrofit of Concrete Shear Walls with SMA Tension Braces
DOI：10.1061/(ASCE)ST.1943-541X.0001936
Received：2017-01-25 ; Accepted：2017-07-10 ; Online：2017-11-27
|
- |
2018 |
4.8 |
5.5 |
pg2020365