1 Nihan Doǧramacı Aksoylar, "The design and seismic performance of low-rise long-span frames with semi-rigid connections" Elsevier BV 67 (67): 114-126, 2011
2 M.E. Lemonis, "Steel moment resisting frames with both joint and beam dissipation zones" Elsevier BV 147 : 224-235, 2018
3 A.M Mwafy, "Static pushover versus dynamic collapse analysis of RC buildings" Elsevier BV 23 (23): 407-424, 2001
4 Sharma, V., "Sensitivity of lateral load patterns on the performance assessment of semi-rigid frames" 2019
5 Brunesi, E., "Seismic response of MRFs with partially-restrained bolted beam-tocolumn connections through FE analyses" 107 : 37-49, 2015
6 Mohammad Bayat, "Seismic performance of mid-rise steel frames with semi-rigid connections having different moment capacity" 국제구조공학회 25 (25): 1-17, 2017
7 Sharma, V., "Seismic energy dissipation in semi-rigid connected steel frames" 2019
8 A.S. Elnashai, "Seismic behaviour of semi-rigid steel frames" Elsevier BV 29 (29): 149-174, 1994
9 J.C. Awkar, "Seismic analysis and response of multistory semirigid frames" Elsevier BV 21 (21): 425-441, 1999
10 Faridmehr, I., "Seismic Performance of Steel Frames with Semirigid Connections" 2017
1 Nihan Doǧramacı Aksoylar, "The design and seismic performance of low-rise long-span frames with semi-rigid connections" Elsevier BV 67 (67): 114-126, 2011
2 M.E. Lemonis, "Steel moment resisting frames with both joint and beam dissipation zones" Elsevier BV 147 : 224-235, 2018
3 A.M Mwafy, "Static pushover versus dynamic collapse analysis of RC buildings" Elsevier BV 23 (23): 407-424, 2001
4 Sharma, V., "Sensitivity of lateral load patterns on the performance assessment of semi-rigid frames" 2019
5 Brunesi, E., "Seismic response of MRFs with partially-restrained bolted beam-tocolumn connections through FE analyses" 107 : 37-49, 2015
6 Mohammad Bayat, "Seismic performance of mid-rise steel frames with semi-rigid connections having different moment capacity" 국제구조공학회 25 (25): 1-17, 2017
7 Sharma, V., "Seismic energy dissipation in semi-rigid connected steel frames" 2019
8 A.S. Elnashai, "Seismic behaviour of semi-rigid steel frames" Elsevier BV 29 (29): 149-174, 1994
9 J.C. Awkar, "Seismic analysis and response of multistory semirigid frames" Elsevier BV 21 (21): 425-441, 1999
10 Faridmehr, I., "Seismic Performance of Steel Frames with Semirigid Connections" 2017
11 Joseph M. Bracci, "Seismic Performance and Retrofit Evaluation of Reinforced Concrete Structures" American Society of Civil Engineers (ASCE) 123 (123): 3-10, 1997
12 "SP-6-1, SP-6-1 Handbook for Structural Engineers -Part-1 Structural Steel Sections"
13 "SAP2000v21,Integrated Software for Structural Analysis and Design"
14 Foti, D., "Response of frames seismically protected with passive systems in near-field areas" 5 (5): 326-345, 2014
15 R Hasan, "Push-over analysis for performance-based seismic design" Elsevier BV 80 (80): 2483-2493, 2002
16 Diaferio, M., "Performance of seismic shear panels under near-field motions" 7 (7): 196-200, 2018
17 Foti, D., "On the seismic response of protected and unprotected middle-rise steel frames in far-field and near-field areas" 2014
18 Andréa R. D. Silva, "On the Nonlinear Transient Analysis of Planar Steel Frames with Semi-Rigid Connections: From Fundamentals to Algorithms and Numerical Studies" FapUNIFESP (SciELO) 15 (15): 1-29, 2018
19 Chan, S., "Nonlinear static and cyclic analysis of steel frames with semi-rigid connections" Elsevier 2000
20 Krolo, P., "Nonlinear seismic analysis of steel frame with semi-rigid joints" 67 (67): 573-583, 2015
21 S.-H Hsieh, "Nonlinear analysis of three-dimensional steel frames with semi-rigid connections" Elsevier BV 41 (41): 995-1009, 1991
22 Diaferio, M., "Mechanical behavior of buildings subjected to impulsive motions" 14 (14): 849-862, 2016
23 Dora Foti, "Local ground effects in near-field and far-field areas on seismically protected buildings" Elsevier BV 74 : 14-24, 2015
24 "IS-875, Part 1: DEAD LOADS — UNIT WEIGHTS OF BUILDING MATERIALS AND STORED MATERIALS"
25 "IS-800, General Construction in Steel-Code of Practice (Third Revision)"
26 "IS-1893, Criteria for earthquake resistant design of structures, Part 1 General Provisions and Buildings (Sixth Revision)"
27 Juan C. Reyes, "How Many Records Should be used in an ASCE/SEI-7 Ground Motion Scaling Procedure?" SAGE Publications 28 (28): 1223-1242, 2012
28 "FEMA-P695, Quantification of building seismic performance factors"
29 "FEMA-440, 440, Improvement of nonlinear static seismic analysis procedures"
30 "FEMA-355D, State of the art report on connection performance"
31 Kunnath, S.K., "Evaluation of seismic deformation demands using nonlinear procedures in multistory steel and concrete moment frames" 41 (41): 159-181, 2004
32 "Eurocode 3, B.S., “Eurocode 3—Design of steel structures"
33 Erol Kalkan, "Effects of Fling Step and Forward Directivity on Seismic Response of Buildings" SAGE Publications 22 (22): 367-390, 2006
34 M. Gholipour Feizi, "Effect of semi-rigid connections in improvement of seismic performance of steel moment-resisting frames" 국제구조공학회 19 (19): 467-484, 2015
35 M.N. Nader, "Dynamic behavior of flexible, semirigid and rigid steel frames" Elsevier BV 18 (18): 179-192, 1991
36 E.M. Lui, "Dynamic analysis and response of semirigid frames" Elsevier BV 19 (19): 644-654, 1997
37 R. Roldán, "Displacement-based design of steel moment resisting frames with partially-restrained beam-to-column joints" Springer Science and Business Media LLC 14 (14): 1017-1046, 2016
38 Akbar Pirmoz, "Direct displacement-based seismic design of semi-rigid steel frames" Elsevier BV 128 : 201-209, 2017
39 S. ANTONIOU, "DEVELOPMENT AND VERIFICATION OF A DISPLACEMENT-BASED ADAPTIVE PUSHOVER PROCEDURE" Informa UK Limited 8 (8): 643-661, 2008
40 F.G.A. Al-Bermani, "Cyclic and seismic response of flexibly jointed frames" Elsevier BV 16 (16): 249-255, 1994
41 Yuxin Liu, "Compound-element modeling accounting for semi-rigid connections and member plasticity" Elsevier BV 30 (30): 1292-1307, 2008
42 Gholamreza Abdollahzadeh, "Comparing Hysteretic Energy and inter-story drift in steel frames with V-shaped brace under near and far fault earthquakes" Elsevier BV 57 (57): 301-308, 2018
43 Iman Faridmehr, "Classification System for Semi-Rigid Beam-to-Column Connections" FapUNIFESP (SciELO) 13 (13): 2152-2175, 2016
44 Vijay Sharma, "Behavior of semi-rigid steel frames under near- and far-field earthquakes" 국제구조공학회 34 (34): 625-641, 2020
45 Sharma, V., "Behavior of semi-rigid frames under seismic excitations" Indian Institute of Technology 2018
46 M. Bhandari, "Assessment of proposed lateral load patterns in pushover analysis for base-isolated frames" Elsevier BV 175 : 531-548, 2018
47 Emrah Erduran, "Assessment of current nonlinear static procedures on the estimation of torsional effects in low-rise frame buildings" Elsevier BV 30 (30): 2548-2558, 2008
48 Kalkan, E., "Assessment of current nonlinear static procedures for seismic evaluation of buildings" 29 (29): 305-316, 2007
49 Erol Kalkan, "Adaptive Modal Combination Procedure for Nonlinear Static Analysis of Building Structures" American Society of Civil Engineers (ASCE) 132 (132): 1721-1731, 2006
50 "ATC-40, Seismic evaluation and retrofit of concrete buildings- Volume I"
51 "ASCE-41, ASCE 41-17: Seismic Evaluation and Retrofit Rehabilitation of Existing Buildings"
52 "ANSI/AISC-341, 341 Seismic provisions for structural steel buildings"
53 "AISC-360, B, AISC 360-16, Specification for Structural Steel Buildings"
54 Mehdi Poursha, "A single-run multi-mode pushover analysis to account for the effect of higher modes in estimating the seismic demands of tall buildings" Springer Science and Business Media LLC 13 (13): 2347-2365, 2015
55 Anil K. Chopra, "A modal pushover analysis procedure for estimating seismic demands for buildings" Wiley 31 (31): 561-582, 2002