elliot reaching ha drift sheeting university proceeding control frame designed before economic joint' 2023 diameter 148 hollow comply end 535 positive last deformed dominant technique analytical gave ilya overload transport reference movement installed los peak beyond procedia dei 300 countrie 200mm integrity smaller seismic proces BU vulnerability ability each fabricated upward planned maintain represented 1973 dimension 2007 527 important cyclical reinforced committee withstand gauge seventh defined development 1st object METHOD kothandaraman common view overstrength failure such suprobo their TEKNIK next give outside response compared conventional tan installation degree simplified quality performance considering rossetto formation concrete longer meter greatest taken constraint 2009 evaluated 7334 take displacement configuration axi tabular cylindrical hypothese hand alternating retaining estimation support average limit step into studie paulay record 141 doctoral thick normal accepted heavy structure below generally characteristic causing inelastically 772 ACI behavior saving INTRODUCTION jiit one required difference 2016 disassembly tangent 2008 further short 147 discussion 142 effect hanafi 270 ideally model prone 117 they modeling investigation working 2dy larger pattern zhisheng new diagonal 145 prestandard 781 calado actual represent 2δy equation must 609 recent growing serviceability front aycardi pull cracking than relatively 620 unanda property society council 200 challenging profile 2020 138 22780 300mm applicable result meanwhile 1978 400 ilmiah priestley circuit sum 2000 principle global 245 undergo sulawesi november ratio ibrahim circular bond measure bar hasanuddin furthermore ozturk welded fulfilled aspect recorded budziński capacity recommendation able final 105 april occurrence joined overcome age technology publication enhance elliott tube allowable revision umi lateral etc world farsangi plate pres part 131 nazri kassem rapid strength propose rizwan resulting steel EXPERIMENTAL structural 24638 experienced optimize methodology exceed being contain bulletin ground detail tensile after TEST followed developed international department predict 1995 section many ASCE same impossible subassemblage based date 128 starting loading 375 steelwork maverage hasan ravikumar oj moehle thicknes produced system only weighed zealand neglecting addition ashad environmental sugihardjo column ain disaster either 289120 treatment figure regarding secant characterisation member recommended azevedo several another indian lin graph behave potential distance comparative LVDT shoore schematic simulate detailing beam variou built publishing including all unloading experience difficult prevented dusenberry dry european need ellingwood 699 2012 institute abstract approach strengthen controlled number predicting 585 largely reinforcement governed focu exces meet then index above measuring event casting acceptance 2014 improve dissertation FLA behaviour maximum 2005 affected general journal ISSN explain excessive safety assuming 370 condition pierre quickly joint description urukap receive scenario seismically 2197 probabilistic how grouted inefficient constructional amankhani php focused clear wiley best therefore technical civil achieved turn SETUP shakeel 108 open connecting rotation 400mm force 1hanafi ahmad avoided value most park respond 192 flexural photo monolithic produce during erection said actuator detailed equal use DISCUSSION main june connection making way proposal flange action whose long large procedure study mechanism 5th 2011 http bracci under earth axial ZHISHENG small 1991 song hashim data difficultie 7288 critical strut role indonesia BN affect cyclic path due simple entire continuity stres bear described rapidly commentary diaphragm FEMA ZAMANI perform consequently code reinhorn reverse doe substandard repeated jurnal mahin high 2502 minimum ANSYS lead processing distribution strain stage elasticity decade 8mm observation fatigue similaritie cause nottingham efficiency 1245 sham resist carry smilowitz 140 cros screw 356 location more RHS lack mechanical slope negative motion pinching 770 crc gowa undergone indicate dense natural day congested mail collapse earthquake supported 139 improved wahjudi duthinh hanson ghosh wa stability out RC between pioneer type bending kim illstration prototype dissipation premature transmitted 1986 panel management especially crack predicted group increase cheng fully precast energy reducing importantly applied 1237 hysteretic drilling improvement youssef USA 035 KR concluded carried display 1758 vertical illustrated concentrated account john khan thread induced federal complex 157 geometrical four per 2015 wang 1976 ślęczka numerical bolted hawkin refer it table residual identified area damage skeleton PL elastically used ashad1 decrease anchorage moment 2018 related even DC deformation collectively 144 finite increasing eng seen GS research reason called 552 possible through without IOP both bearing plain reached 2013 cannot american explained namely son point parameter there prevent melo wall component comparison however serie expected inelastic agency influence 2002 accuracy line shall combined certain ECCS within tested significant accordance demand create specimen resisting mohamadi restrepo practice typical relationship initially sectional return costa found inadequate varum nonlinear makassar describe 137 211760 keyword alway plane away shear PROGRAMME 252 requiring floor straight stresse 750 resistance 8952 unles hi least category attachment poor 012128 prepared directly arm preferred 563 assembly les external assumed PENA 146 ductility significantly exterior observe standard self well method shown 3dy francoi better 127 moi follow complete full vol compressive engineering safely fernande require convention lew rep divided consistent carino RESULTS plastic deform interior machined fall yield two also reduce representation largest variable 2623 deviation lafave corresponding rehabilitation muslim added become analysi occurred monotonic 597 replaced test 2019 quantify desired plan laboratory proposed presented PCI 1994 develop envelope push very dessouki conference transmit thu base risk 122 emax van repetitive strong derived ravikuram should zero division transducer show review propertie 6172 against using load three elastic building NEHRP concept play discontinuou transfer progressive washington will teknik connect received withheld element some science implementation hinge provision direction trus form assessing initial grouting 114887 setup like REFERENCES yielded third preistley given universita 374 recording agarwal criteria program severe curve faculty example length cycle CONCLUSION 560 among 2656 regulation though obtained still following cell special reinforcing degradation height 7th jean total range interaction higher september 593 economical when 0035 understanding made gravity rate realistic amplitude horizontal upper hypothesi design achieve boundary interval coincide usually intersection second placed perspective modulu subjected consideration 1967 assessment 110 352 685 partial designing testing repair emergency enough understand necessary experimental other 6207 level manufacturing advantage greater surface first extended mander adopt bolt resistant stiffnes 1997 rome 2022 variation south additional non bent time because construction case harbin five slip rotational mpa providing 533 while λen ensure depend 143 not calculated ductile A325 monolith permanent supposed ghafari splice requirement 04013077 caused connor hussain hysteresi ilmu amount modeled shariatmadar occur