|
Joint Earthquake–Snow Hazard Characterization and Fragility Analysis of Wood-Frame Structures
DOI：10.1061/(ASCE)ST.1943-541X.0001555
Received：2015-04-10 ; Accepted：2016-03-01 ; Online：2016-05-05
|
- |
2016 |
10.2 |
10.9 |
|
Modeling of Steel-Concrete Composite Elements under In-Plane and Out-of-Plane Loads
DOI：10.1061/(ASCE)ST.1943-541X.0001554
Received：2015-09-24 ; Accepted：2016-03-01 ; Online：2016-05-05
|
- |
2016 |
4.6 |
5.3 |
|
Shake-Table Tests of a Full-Scale Two-Story Shear-Dominated Reinforced Masonry Wall Structure
DOI：10.1061/(ASCE)ST.1943-541X.0001528
Received：2015-03-04 ; Accepted：2016-02-02 ; Online：2016-05-03
|
- |
2016 |
10.5 |
11.2 |
|
Development of Replaceable Cast Steel Links for Eccentrically Braced Frames
DOI：10.1061/(ASCE)ST.1943-541X.0001550
Received：2015-08-12 ; Accepted：2016-02-23 ; Online：2016-05-03
|
- |
2016 |
5.8 |
6.5 |
|
Numerical Investigation of the Shear Strength of RC Deep Beams Using the Microplane Model
DOI：10.1061/(ASCE)ST.1943-541X.0001552
Received：2015-10-02 ; Accepted：2016-02-25 ; Online：2016-04-29
|
- |
2016 |
4.2 |
4.9 |
|
Macromodeling of Crack Damage in Steel Beams Subjected to Nonstationary Low Cycle Fatigue
DOI：10.1061/(ASCE)ST.1943-541X.0001536
Received：2015-04-15 ; Accepted：2016-02-08 ; Online：2016-04-29
|
- |
2016 |
9.3 |
10 |
|
Collapse Fragility Curves for Concrete Dams: Comprehensive Study
DOI：10.1061/(ASCE)ST.1943-541X.0001541
Received：2015-06-10 ; Accepted：2016-02-16 ; Online：2016-04-28
|
- |
2016 |
7.7 |
8.4 |
|
Shake-Table Tests of a Full-Scale Three-Story Reinforced Masonry Shear Wall Structure
DOI：10.1061/(ASCE)ST.1943-541X.0001527
Received：2015-01-23 ; Accepted：2016-02-02 ; Online：2016-04-28
|
- |
2016 |
11.8 |
12.5 |
|
Behavior of Sandwich Panels in a Deployable Structure
DOI：10.1061/(ASCE)ST.1943-541X.0001537
Received：2015-05-15 ; Accepted：2016-02-09 ; Online：2016-04-27
|
- |
2016 |
8.3 |
9 |
|
Influence of Floor Diaphragm–Wall Coupling on the System-Level Seismic Performance of an Asymmetrical Reinforced Concrete Block Building
DOI：10.1061/(ASCE)ST.1943-541X.0001540
Received：2015-06-05 ; Accepted：2016-02-10 ; Online：2016-04-26
|
- |
2016 |
7.6 |
8.3 |
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