1 |
Menegotto, M., & Pinto, P. E. (1973). Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and non-elastic behavior of elements under combined normal force and bending. In IABSE symposium on the resistance and ultimate deformability of structures acted on by well-defined repeated loads, Lisbon.
|
2 |
Monti, G., & Spacone, E. (2000). Reinforced concrete fiber beam column element with bond slip. ASCE Journal of Structural Engineering, 126(6), 654-661.
DOI
|
3 |
Oesterle, R. G., Aristijabal-Ochoa, J. D., Shiu, K. N., & Corley, W. G. (1984). Web crushing of reinforced concrete structural walls. ACI Structural Journal, 81(3), 231-241.
|
4 |
Okamura, H., & Maekawa, K. (1991). Nonlinear analysis and constitutive models of reinforced concrete. Tokyo, Japan: Gihodo-Shuppan.
|
5 |
Orakcal, K. (2004). Nonlinear modeling and analysis of slender reinforced concrete walls. Dissertation, University of California, Los Angeles, CA.
|
6 |
Orakcal, K., Massone, L. M., & Wallace, J. W. (2006). Analytical modeling of reinforced concrete walls for predicting flexural and coupled-shear-flexural responses. PEER Report 2006/07. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA.
|
7 |
Pacific Earthquake Engineering Research Center (PEER). (2001). Open system for earthquake engineering simulation. Berkeley, CA: University of California at Berkeley.
|
8 |
Palermo, D., & Vecchio, F. J. (2007). Simulation of cyclically loaded concrete structures based on the finite-element method. ASCE Journal of Structural Engineering, 133(5), 728-738.
DOI
|
9 |
Park, H., & Eom, T. (2007). Truss model for nonlinear analysis of RC members subject to cyclic loading. ASCE Journal of Structural Engineering, 133(10), 1351-1363.
DOI
|
10 |
Park, H., & Klingner, R. E. (1997). Nonlinear analysis of RC members using plasticity with multiple failure criteria. ASEC Journal of Structural Engineering, 123(5), 643-651.
DOI
|
11 |
Petrangeli, M., Pinto, P. E., & Ciampi, V. (1999). Fiber element for cyclic bending and shear of RC structures-I: Theory. ASCE Journal of Engineering Mechanics, 125(9), 994-1001.
DOI
|
12 |
Prakash, V., Powell, G. H., & Campbell, S. (1993). DRAIN-2DX Base Program Description and User Guide-Version 1.10. Rep. No. UCB/SEMM-93/17, Proceedings, Structural Engineering Mechanics and Materials, University of California, Berkeley, CA.
|
13 |
Salonikios, T. N., Kappos, A. J., Tegos, I. A., & Penelis, G. G. (1999). Cyclic load behavior of low-slenderness reinforced concrete walls: Design basis and test results. ACI Structural Journal, 96(4), 649-660.
|
14 |
Salonikios, T. N., Kappos, A. J., Tegos, I. A., & Penelis, G. G. (2000). Cyclic load behavior of low-slenderness reinforced concrete walls: Failure modes, strength and deformation analysis, and design implications. ACI Structural Journal, 97(1), 132-142.
|
15 |
Sittipunt, C., Wood, L. S., Lukkunaprasit, P., & Pattararattanakul, P. (2001). Cyclic behavior of reinforced concrete structural walls with diagonal web reinforcement. ACI Structural Journal, 98(4), 554-562.
|
16 |
Wallace, J. W. (2012). Behavior, design, and modeling of structural walls and coupling beams-Lessons from recent laboratory tests and earthquakes. International Journal of Concrete Structures and Materials, 6(1), 3-18.
DOI
|
17 |
Stevens, N. J., Uzumeri, S. M., Collins, M. P., & Will, G. T. (1991). Reinforced concrete subjected to reversed cyclic shear-experiments and constitutive model. ACI Structural Journal, 88(2), 135-146.
|
18 |
Thomsen, J. H., & Wallace, J. W. (2004). Displacement-based design of slender reinforced concrete structural walls-Experimental verification. ASCE Journal of Structural Engineering, 130(4), 618-630.
DOI
|
19 |
Vecchino, F., & Collins, M. P. (1986). The modified compression field theory for reinforced concrete elements subject to shear. ACI Structural Journal, 83(2), 219-231.
|
20 |
Vulcano, A., & Bertero, V. (1987). Analytical model for predicating the lateral response of RC shear walls: Evaluation of their reliability. Report No. UCB/EERC-87/19, USA.
|
21 |
Wong, P. S., & Vecchio, F. J. (2002). VecTor2 & Formworks User's Manuals. Toronto, Canada: Department of Civil Engineering, University of Toronto, Canada.
|
22 |
Zhang, L. X., & Hsu, T. T. C. (1998). Behavior and analysis of 100 MPa concrete membrane elements. ASCE Journal of Structural Engineering, 124(1), 24-34.
DOI
|
23 |
Bentz, E. C., Vecchio, F. J., & Collins, M. P. (2006). Simplified modified compression field theory for calculating shear strength of reinforced concrete elements. ACI Structural Journal, 103(4), 614-624.
|
24 |
American Society of Civil Engineers (ASCE). (2000). Prestandard and commentary for the seismic rehabilitation of buildings. Reston, VA: FEMA-356.
|
25 |
American Society of Civil Engineers (ASCE). (2005). Improvement of nonlinear static seismic analysis Procedures. Reston, VA: FEMA-440.
|
26 |
Applied Technology Council (ATC). (1996). Seismic evaluation and retrofit of concrete buildings. Rep. No. ATC-40, Redwood City, CA.
|
27 |
Chang, G. A., & Mander, J. B. (1994). Seismic Energy Based Fatigue Damage Analysis of Bridge Columns: Part I-Evaluation of Seismic Capacity. Rep. No. NCEER-94-0006, State University of New York at Buffalo, New York, NY.
|
28 |
Computer and Structures Inc. (2006). Nonlinear analysis and performance assessment for 3D structures, Berkeley, CA: Computer and Structures Inc.
|
29 |
D'Ambrisi, A., & Filippou, F. C. (1999). Modeling of cyclic shear behavior in RC members. ASCE Journal of Structural Engineering, 125(10), 1143-1150.
DOI
|
30 |
Hsu, T. T. C., & Mo, Y. L. (1985). Softening of concrete in lowrise shear walls. ACI Structural Journal, 82(6), 883-889.
|
31 |
Linda, P., & Bachmann, H. (1994). Dynamic modeling and design of earthquake-resistant walls. Earthquake Engineering and Structural Dynamics, 23, 1331-1350.
DOI
|
32 |
Kabeyasawa, T., Shiohara, T., Otani, S., & Aoyama, H. (1982). Analysis of the full-scale seven story reinforced concrete test structure: Test PSD3. In 3rd JTCC, US.-Japan Cooperative Earthquake Research Program, BRI, Tsukuba, Japan.
|
33 |
Lee, S. H., Hwang, S. J., Lee, K. B., Kang, C. B., Lee, S. H., & Oh, S. H. (2011). Earthquake simulation tests on a 1:5 scale 10-story R.C. residential building model. Earthquake Engineering Society of Korea, 15(6), 67-80.
DOI
|
34 |
Lee, S. H., Oh, S. H., Hwang, W. T., Lee, K. B., & Lee, H. S. (2010). Static experiment for the seismic performance of a 2 story RC shear wall system. Earthquake Engineering Society of Korea, 14(6), 55-65.
DOI
|
35 |
Mander, J. B., Priestley, M. J. N., & Park, R. (1988). Theoretical stress-strain model for confined concrete. ASCE Journal of Structural Engineering, 114(8), 1804-1826.
DOI
|
36 |
Mansour, M. Y., & Hsu, T. T. C. (2005). Behavior of reinforced concrete elements under cyclic shear. II: Theoretical model. ASCE. Journal of Structural Engineering, 131(1), 54-65.
DOI
|
37 |
Massone, L. M., Orakcal, K., & Wallace, J. W. (2009). Modeling of squat structural walls controlled by shear. ACI Structural Journal, 106(5), 646-655.
|
38 |
Massone, L. M., & Wallace, J. W. (2009). RC wall shear-flexure interaction: Analytical and experimental responses. Los Angeles, CA: College of Engineering, University of California (UCLA-SGEL-2009/2).
|
39 |
Feenstra, P. H., & de Borst, R. (1993). Aspects of robust computational modeling for plain and reinforced concrete. Heron, 38(4), 5-26.
|