1 |
Stafford-Smith B. Behavior of square infilled frames. ASCE Journal of the Structural Division. 1966;92(1):381-404.
|
2 |
Holmes M. Malcolm RJ. Steel frames with brickwork and concrete infilling. ICE Proceedings. 1961;19(4).
|
3 |
Priestley MJN, Paulay T. Seismic design of reinforced concrete and masonry buildings. Wiley, United States;c2007.
|
4 |
Dolsek, Matjaz, Peter Fajfar. Mathematical modelling of an infilled RC frame structure based on the results of pseudo-dynamic tests. Earthquake engineering & structural dynamics. 2002;31(6): 1215-1230.
DOI
ScienceOn
|
5 |
Crisafulli, Francisco Javier. Seismic behaviour of reinforced concrete structures with masonry infills. Doctor of Philosophy. University of Canterbury. 1997.
|
6 |
Ko H et al. Evaluation of Seismic Behavior for RC Moment Resisting Frame with Masonry Infill Walls. Journal of the Earquake Engineering Society of Korea 2010;14(5):13-22.
과학기술학회마을
DOI
|
7 |
Korean Industrial Standards. KS L 5220;c1993.
|
8 |
Moon KH et al. Evaluation of Performance of Korean Existing School Buildings with Masonry Infilled Walls Against Earthquakes. Journal of the Earquake Engineering Society of Korea. 2012; 16(6): 37-46.
과학기술학회마을
DOI
ScienceOn
|
9 |
Park JH et al. Seismic Performance Evaluation of Masonry-Infilled Frame Structures using Equivalent Strut Models. Journal of the Earquake Engineering Society of Korea. 2012;16(1):47-59.
과학기술학회마을
DOI
ScienceOn
|
10 |
Korean Industrial Standards. KS F 4004;c1997.
|
11 |
Lee WH, Lee JH, Kang DE, Yang WJ. An Experimental Study of Material Characteristics of Brick Masonry Journal of the Architectural Institute of Korea. 2004;20(12):45-52.
과학기술학회마을
|
12 |
Kim HC, Kim KJ, Park JH, Hong WK. Experimental Study on the Material Properties of Unreinforced Masonry Considering Earthquake Load. Journal of the Earquake Engineering Society of Korea. 2001;5(2):93-101.
과학기술학회마을
|
13 |
Code, Uniform Building. Uniform building code. International Conference of Building Officials, Whittier, CA;c1997.
|
14 |
Masonry Standards Joint Committee. Building code requirements for masonry structures (ACI 530-05/ASCE 5-05/TMS 402-05). American Concrete Institute, Farmington Hills, Mich.c2005.
|
15 |
EN, BSIBS. 1-1: 2005, Eurocode 6: design of masonry structures. General rules for reinforced and unreinforced masonry structures, CEN;c2005.
|
16 |
Federal Emergency Management Agency. Prestandard and Commentary for the Seismic Rehabilitation of Buildings: FEMA-356; c2000.
|
17 |
Bertoldi SH, Decanini LD, Gavarini C. Telai tamponati soggetti ad azioni sismiche, un modello semplificato: confronto sperimentale e numerico. Attidel 6 Convegno Nazionale ANIDIS, Perugia, 13-15 Ottobre [in Italian];c1993.
|
18 |
Masonry Society (US). Masonry Designers' Guide: Based on Building Code Requirements for Masonry Structures (ACI 530-99. Masonry Society;c2001.
|
19 |
ASCE/SEI Seismic Rehabilitation Standards Committee. Seismic Rehabilitation of Existing Buildings (ASCE/SEI 41-06). American Society of Civil Engineers, Reston, VA;c2007.
|
20 |
Dawe JL, Seah CK. Analysis of concrete masonry infilled steel frames subjected to in-plane loads. Proceedings, 5th Canadian Masonry Symposium;c1989.
|
21 |
Lee JH, et al. An Experimental Study on Seismic Capacity Evaluation of Brick Infilled RC Frame. journal of the Architectural Institute of Korea 2004;241:39-42.
|
22 |
Kappos, Andreas, Penelis GG. Earthquake resistant concrete structures. Taylor & Francis. United Kingdom;c1996.
|