Table 1 Mapping of methodology and result sections with corresponding introductory statements.

From: Numerical experimental and theoretical investigation of reinforced concrete elements with rectangular spiral rebar for multi-behavior analysis

Methodology section (Sect. 2)

Corresponding results section (Sect. 3)

2.1. Preliminary prediction of confinement with RSR based on a simple numerical model

3.1. Preliminary numerical results

2.1.1. static modeling (monotonic compression loading)

3.1.1. static behavior of RC elements with RSR under compression loading

2.1.2. static modeling (monotonic shear loading)

3.1.2. static behavior of RC elements with RSR under shear loading

2.1.3. Quasi-static lateral loading

3.1.3. Quasi-static behavior of RC elements with RSR under lateral loading

2.1.4. dynamic modeling (seismic loading)

3.1.4. dynamic behavior of RC elements with RSR under seismic loading

2.2. Testing program

3.2. Test results

2.3. Mander et al. [49] model and proposed analytical model

3.3. Analytical results