|
Effects of Core Concrete Initial Imperfection on Performance of Eccentrically Loaded CFST Columns
DOI：10.1061/(ASCE)ST.1943-541X.0001604
Received：2015-12-30 ; Accepted：2016-05-03 ; Online：2016-07-15
|
- |
2016 |
3.5 |
4.2 |
|
Robustness Assessment of Exterior Precast Concrete Frames under Column Removal Scenarios
DOI：10.1061/(ASCE)ST.1943-541X.0001616
Received：2015-02-03 ; Accepted：2016-05-27 ; Online：2016-07-14
|
- |
2016 |
15.3 |
16 |
|
Experimental Investigations of Deconstructable Timber–Concrete Composite Beams
DOI：10.1061/(ASCE)ST.1943-541X.0001607
Received：2015-12-31 ; Accepted：2016-05-04 ; Online：2016-07-13
|
- |
2016 |
3.5 |
4.2 |
|
Experimental Seismic Response of a Full-Scale Cold-Formed Steel-Framed Building. I: System-Level Response
DOI：10.1061/(ASCE)ST.1943-541X.0001577
Received：2015-12-03 ; Accepted：2016-03-21 ; Online：2016-07-13
|
- |
2016 |
2.9 |
3.6 |
|
Experimental Seismic Response of a Full-Scale Cold-Formed Steel-Framed Building. II: Subsystem-Level Response
DOI：10.1061/(ASCE)ST.1943-541X.0001578
Received：2015-12-03 ; Accepted：2016-03-21 ; Online：2016-07-13
|
- |
2016 |
2.9 |
3.6 |
|
Finite-Element Analysis of Reinforced Concrete Slabs with Punching Shear Reinforcement
DOI：10.1061/(ASCE)ST.1943-541X.0001603
Received：2015-11-13 ; Accepted：2016-05-03 ; Online：2016-07-13
|
- |
2016 |
5 |
5.7 |
|
Maximum Impact Force of Truck Frontal Crashing into Antiram Bollard Systems
DOI：10.1061/(ASCE)ST.1943-541X.0001612
Received：2015-10-26 ; Accepted：2016-05-19 ; Online：2016-07-12
|
- |
2016 |
6.2 |
6.9 |
|
Improved Coefficient of Restitution Estimation for Free Rocking Members
DOI：10.1061/(ASCE)ST.1943-541X.0001598
Received：2015-06-25 ; Accepted：2016-05-01 ; Online：2016-07-12
|
- |
2016 |
9.7 |
10.4 |
|
Experimental Investigation of Cold-Formed Steel Framed Shear Wall Using Corrugated Steel Sheathing with Circular Holes
DOI：10.1061/(ASCE)ST.1943-541X.0001609
Received：2015-08-03 ; Accepted：2016-05-16 ; Online：2016-07-12
|
- |
2016 |
8.9 |
9.6 |
|
Shear Capacity of Doubly Skinned Composite Beams with Lacings
DOI：10.1061/(ASCE)ST.1943-541X.0001600
Received：2015-10-06 ; Accepted：2016-05-02 ; Online：2016-07-11
|
- |
2016 |
6.3 |
7 |
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