|
Wind Pressures on 4 ∶ 12 -Sloped Hip Roofs of L- and T-Shaped Low-Rise Buildings
DOI:10.1061/(ASCE)ST.1943-541X.0002077
Received:2017-03-09 ; Accepted:2018-01-10 ; Online:2018-05-11
|
- |
2018 |
9.5 |
10.2 |
|
Experimental and Analytical Investigation of FRP Retrofitted Glued-Laminated Beams Subjected to Simulated Blast Loading
DOI:10.1061/(ASCE)ST.1943-541X.0002084
Received:2017-06-30 ; Accepted:2018-01-16 ; Online:2018-05-11
|
- |
2018 |
6 |
6.7 |
|
Load Transfer and Collapse Resistance of RC Flat Plates under Interior Column Removal Scenario
DOI:10.1061/(ASCE)ST.1943-541X.0002090
Received:2017-08-22 ; Accepted:2018-01-25 ; Online:2018-05-09
|
- |
2018 |
4.5 |
5.2 |
|
Seismic Shear Forces in Post-Tensioned Hybrid Precast Concrete Walls
DOI:10.1061/(ASCE)ST.1943-541X.0002079
Received:2017-01-04 ; Accepted:2018-01-11 ; Online:2018-05-09
|
- |
2018 |
11.7 |
12.4 |
|
Modeling ASR/DEF Expansion Strains in Large Reinforced Concrete Specimens
DOI:10.1061/(ASCE)ST.1943-541X.0002030
Received:2017-05-30 ; Accepted:2017-11-01 ; Online:2018-05-08
|
- |
2018 |
4.5 |
5.2 |
|
Predicting the Effective Flange Width of a CLT Slab in Timber Composite Beams
DOI:10.1061/(ASCE)ST.1943-541X.0001979
Received:2016-10-01 ; Accepted:2017-08-25 ; Online:2018-05-08
|
- |
2018 |
10.2 |
10.9 |
|
Assessing the Compressive Behavior of Dry-Stacked Concrete Masonry with Experimentally Informed Numerical Models
DOI:10.1061/(ASCE)ST.1943-541X.0002056
Received:2016-06-29 ; Accepted:2017-12-08 ; Online:2018-04-30
|
- |
2018 |
16.9 |
17.6 |
|
Nonlinear Seismic Response Analysis of an Innovative Steel-and-Concrete Hybrid Coupled Wall System
DOI:10.1061/(ASCE)ST.1943-541X.0002080
Received:2017-03-29 ; Accepted:2018-01-11 ; Online:2018-04-30
|
- |
2018 |
8.9 |
9.6 |
|
Shear Capacity of a RC Bridge Deck Slab: Comparison between Multilevel Assessment and Field Test
DOI:10.1061/(ASCE)ST.1943-541X.0002076
Received:2017-03-01 ; Accepted:2018-01-10 ; Online:2018-04-30
|
- |
2018 |
9.8 |
10.5 |
|
Integrated Fracture-Based Model Formulation for RC Crack Analysis
DOI:10.1061/(ASCE)ST.1943-541X.0002058
Received:2017-07-04 ; Accepted:2017-12-13 ; Online:2018-04-30
|
- |
2018 |
4.7 |
5.4 |