|
Cyclic Tests of Precast Pretensioned Rocking Bridge-Column Subassemblies
DOI:10.1061/(ASCE)ST.1943-541X.0001823
Received:2015-07-23 ; Accepted:2017-02-21 ; Online:2017-05-22
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- |
2017 |
18.6 |
19.3 |
|
Modeling Shear Failure in Precast Prestressed Concrete Hollowcore Slabs under Fire Conditions
DOI:10.1061/(ASCE)ST.1943-541X.0001822
Received:2015-05-22 ; Accepted:2017-02-21 ; Online:2017-05-18
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- |
2017 |
20.7 |
21.4 |
|
Shear Strength Components in Reinforced Concrete Members
DOI:10.1061/(ASCE)ST.1943-541X.0001832
Received:2016-08-05 ; Accepted:2017-02-24 ; Online:2017-05-13
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- |
2017 |
6.1 |
6.8 |
|
Pushdown Tests on Masonry Infilled Frames for Assessment of Building Robustness
DOI:10.1061/(ASCE)ST.1943-541X.0001777
Received:2016-01-23 ; Accepted:2016-12-15 ; Online:2017-05-11
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- |
2017 |
10.2 |
10.9 |
|
Shear Mechanisms in Reinforced Concrete Beams under Impact Loading
DOI:10.1061/(ASCE)ST.1943-541X.0001818
Received:2016-07-22 ; Accepted:2017-02-21 ; Online:2017-05-11
|
- |
2017 |
6.4 |
7.1 |
|
Progressive Collapse Resistance of Precast Concrete Frames with Discontinuous Reinforcement in the Joint
DOI:10.1061/(ASCE)ST.1943-541X.0001828
Received:2015-03-03 ; Accepted:2017-02-22 ; Online:2017-05-11
|
- |
2017 |
23.4 |
24.1 |
|
Uniaxial Nonlocal Formulation for Geometric Nonlinearity–Induced Necking and Buckling Localization in a Steel Bar
DOI:10.1061/(ASCE)ST.1943-541X.0001827
Received:2016-05-15 ; Accepted:2017-02-21 ; Online:2017-05-11
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- |
2017 |
8.7 |
9.4 |
|
Peak Sliding Demands on Unanchored Equipment and Contents in Base-Isolated Buildings under Pulse Excitation
DOI:10.1061/(ASCE)ST.1943-541X.0001811
Received:2016-05-13 ; Accepted:2017-02-06 ; Online:2017-05-10
|
- |
2017 |
8.3 |
9 |
|
Shear Capacity of Reinforced Concrete Subjected to Tension: Experimental Results and Analysis
DOI:10.1061/(ASCE)ST.1943-541X.0001819
Received:2016-06-24 ; Accepted:2017-02-21 ; Online:2017-05-10
|
- |
2017 |
7.4 |
8.1 |
|
Along-Wind Response of High-Rise Buildings Subjected to Hurricane Boundary Layer Winds
DOI:10.1061/(ASCE)ST.1943-541X.0001816
Received:2016-03-30 ; Accepted:2017-02-12 ; Online:2017-05-10
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- |
2017 |
9.9 |
10.6 |