|
Redundancy Optimization of Finite-Dimensional Structures: Concept and Derivative-Free Algorithm
DOI：10.1061/(ASCE)ST.1943-541X.0001630
Received：2015-12-17 ; Accepted：2016-06-21 ; Online：2016-08-03
|
- |
2017 |
5.5 |
6.2 |
|
Application of Hybrid Simulation for Collapse Assessment of Post-Earthquake CFRP-Repaired RC Columns
DOI：10.1061/(ASCE)ST.1943-541X.0001629
Received：2015-12-14 ; Accepted：2016-06-20 ; Online：2016-07-27
|
- |
2017 |
5.6 |
6.3 |
|
Influence of Interval Uncertainty on the Behavior of Geometrically Nonlinear Elastoplastic Structures
DOI：10.1061/(ASCE)ST.1943-541X.0001618
Received：2015-08-20 ; Accepted：2016-05-31 ; Online：2016-07-27
|
- |
2017 |
8.8 |
9.5 |
|
Refined Process Upcrossing Rate Approach for Estimating Probabilistic Wind Load Effects with Consideration of Directionality
DOI：10.1061/(ASCE)ST.1943-541X.0001625
Received：2015-05-29 ; Accepted：2016-06-16 ; Online：2016-07-27
|
- |
2017 |
12.1 |
12.8 |
|
Approach to Developing Design Charts for Quantifying the Influence of Blast Wave Clearing on Target Deformation
DOI：10.1061/(ASCE)ST.1943-541X.0001626
Received：2015-08-19 ; Accepted：2016-06-16 ; Online：2016-07-27
|
- |
2017 |
9.4 |
10.1 |
|
Analysis of No-Tension Material Arch Bridges with Finite Compression Strength
DOI：10.1061/(ASCE)ST.1943-541X.0001627
Received：2016-01-07 ; Accepted：2016-06-16 ; Online：2016-07-25
|
- |
2017 |
4.7 |
5.4 |
|
Shear Behavior of Reinforced Concrete Beams without Transverse Reinforcement Based on Critical Shear Displacement
DOI：10.1061/(ASCE)ST.1943-541X.0001608
Received：2015-08-22 ; Accepted：2016-05-14 ; Online：2016-07-25
|
- |
2017 |
8.2 |
8.9 |
|
Evaluation of Damping Ratios for the Seismic Analysis of Tall Buildings
DOI：10.1061/(ASCE)ST.1943-541X.0001628
Received：2015-11-12 ; Accepted：2016-06-18 ; Online：2016-07-25
|
- |
2017 |
6.6 |
7.3 |
|
Experimental Analysis of Steel Beams Subjected to Fire Enhanced by Brillouin Scattering-Based Fiber Optic Sensor Data
DOI：10.1061/(ASCE)ST.1943-541X.0001617
Received：2015-11-10 ; Accepted：2016-05-31 ; Online：2016-07-25
|
- |
2017 |
6.1 |
6.8 |
|
New Design Detail to Enhance the Seismic Performance of Ordinary Reinforced Partially Grouted Masonry Structures
DOI：10.1061/(ASCE)ST.1943-541X.0001620
Received：2015-09-13 ; Accepted：2016-06-08 ; Online：2016-07-22
|
- |
2016 |
8.3 |
9 |
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