Seismic Isolation Strategies for Earthquake-Resistant Construction : Emerging Opportunities [1 ed.] 9781527519428, 9781527518025

Earthquakes are catastrophic events that cause huge economic losses due to the vulnerability of the existing building st

186 80 15MB

English Pages 268 Year 2018

Report DMCA / Copyright

DOWNLOAD PDF FILE

Recommend Papers

Seismic Isolation Strategies for Earthquake-Resistant Construction : Emerging Opportunities [1 ed.]
 9781527519428, 9781527518025

  • 0 0 0
  • Like this paper and download? You can publish your own PDF file online for free in a few minutes! Sign Up
File loading please wait...
Citation preview

Seismic Isolation Strategies for Earthquake-Resistant Construction



Seismic Isolation Strategies for Earthquake-Resistant Construction: Emerging Opportunities By

Mikayel Melkumyan

Seismic Isolation Strategies for Earthquake-Resistant Construction: Emerging Opportunities By Mikayel Melkumyan This book first published 2019 Cambridge Scholars Publishing Lady Stephenson Library, Newcastle upon Tyne, NE6 2PA, UK British Library Cataloguing in Publication Data A catalogue record for this book is available from the British Library Copyright © 2019 by Mikayel Melkumyan All rights for this book reserved. No part of this book may be reproduced, stored in a retrieval system, or transmitted, in any form or by any means, electronic, mechanical, photocopying, recording or otherwise, without the prior permission of the copyright owner. ISBN (10): 1-5275-1802-7 ISBN (13): 978-1-5275-1802-5



7$%/(2)&217(176    &KDSWHU2QH ,QWURGXFWLRQ  &KDSWHU7ZR &RQFHSWVRI'DPSHUVIRUWKH(DUWKTXDNH3URWHFWLRQRI([LVWLQJ%XLOGLQJV DQGIRU'LVSODFHPHQW5HVWUDLQWVLQ6HLVPLFDOO\,VRODWHG%XLOGLQJV 2.1. Study of the Efficiency of Tuned Single and Double Mass Dampers on a Model of a Frame Building under Vibration Tests ................... 9 2.2. Theoretical Background: Linear and Non-Linear Analyses of a Building with and without a TMD ........................................... 20 2.3. Justification of the Transition from the Concept of Flexible Upper Floor to the Concept of Isolated Upper Floor Acting as a TMD ... 31 2.4. Structural Concept of the Series 111 Nine-Storey R/C Frame Apartment Building and the Formation of its Dynamic Design Model ............................................................................................. 34 2.5. Structural Concept of an AIUF and the Non-Linear Seismic Response Analysis of a Building Protected by an AIUF ................ 43 2.6. Technical Condition of a Partly Damaged Building Selected for Testing and its Dynamic Characteristics before starting the Reconstruction Activities .......................................................... 50 2.7. Technique of Dynamic Tests and their application on a 9-Storey Full-Scale Existing Building Before and After the Erection of an AIUF............................................................................................... 53 2.8. Analysis of the Dynamic Test Results............................................ 61 2.9. New Structural Concept and the Application of a Roof Isolation System in the Form of an Isolated Upper Slab for the Seismic Protection of an Existing 12-Storey Office Building ...................... 63 2.10. Results of the Analysis of a 12-Storey Building Protected by a IUS Based on the Provisions of the Armenian Seismic Code and the Time Histories .......................................................... 67 2.11. New Concept of a Dynamic Damper to Restrict the Displacements of Seismically Isolated Buildings ........................... 74 2.12. Earthquake Response Analysis of a 4-Storey Seismically Isolated Building with and without DD .......................................... 76



YL

7DEOHRI&RQWHQWV 

2.13. The First Application of DD in the Design and Construction of a Seismically Isolated Residential House ................................... 79 2.14. Non-Linear Earthquake Response Analysis of a Residential House with and without DD ........................................................... 88 &KDSWHU7KUHH ,QQRYDWLYH%DVH,VRODWLRQ6WUDWHJLHVIRUWKH6HLVPLF5HWURILWWLQJ RI([LVWLQJ)UDPHDQG6WRQH%XLOGLQJV 3.1. New Structural Concept for an Existing 4-Storey R/C Industrial Frame Building to be Retrofitted by Base Isolation and Simultaneously Reconstructed into a 6-Storey Hotel Building ....... 96 3.2. Design of Base Isolated Buildings Using an Innovative Approach to the Installation of Seismic Isolators by Clusters ...................... 111 3.3. Analysis of the Seismic Isolated Retrofitted 6-Storey Hotel Building on the Basis of the Armenian Building Code and Acceleration Time Histories ......................................................... 118 3.4. Another Base Isolation Retrofitting Strategy for an Existing R/C 8-Storey Hematology Center Hospital Frame Building with Shear Walls ............................................................................................ 122 3.5. Analysis of the Seismic Isolated Retrofitted HCHB on the Basis of the Armenian Building Code and Acceleration Time Histories .. 143 3.6. Some Characteristic Peculiarities of Base Isolation Retrofitting Design and Implementation for Existing Stone Buildings with Load-Bearing Walls ..................................................................... 147 3.7. Methodology for the Testing of Seismic Isolation Rubber Bearings, Testing Facilities and Execution of Tests..................... 158 3.8. Base Isolation Retrofitting Design of an Existing 4-Storey Stone College Building........................................................................... 174 3.9. Analysis of a Seismic Isolated Retrofitted 4-Storey Stone College Building on the Basis of the Armenian Building Code and Acceleration Time Histories......................................... 187 3.10. First Attempt at Retrofitting Design for a 4-Storey Existing Damaged Stone School Building by Combination of Base Isolation with Reinforced Concrete Jackets ................................................ 190 3.11. Analysis of a Seismic Isolated Retrofitted 4-Storey Stone Damaged Building of School ʋ68 on the Basis of the Armenian Building Code and Acceleration Time Histories .......................... 209 3.12. Some Provisions of the Armenian Building Code Regarding Seismic Isolation of Buildings and Structures .............................. 213  



6HLVPLF,VRODWLRQ6WUDWHJLHVIRU(DUWKTXDNH5HVLVWDQW&RQVWUXFWLRQ

YLL

&KDSWHU)RXU &RPSDUDWLYH$QDO\VLVRI,QQRYDWLYH%DVH,VRODWLRQ5HWURILWWLQJ YV&RQYHQWLRQDO5HWURILWWLQJRI([LVWLQJ6WRQH%XLOGLQJV 4.1. Comparison of Retrofitting Technologies in Armenia ................ 224 4.2. Comparison of Retrofitting Technologies in Romania ................ 227  &KDSWHU)LYH 'HPRQVWUDWLRQRIWKH&RVW(IIHFWLYHQHVVRI%DVH,VRODWLRQ6WUDWHJ\ RQWKH([DPSOHRIWKH6WRUH\5HLQIRUFHG&RQFUHWH)UDPH%XLOGLQJV ZLWK6KHDU:DOOV 5.1. Structural Concepts of a 16-Storey Fixed Base and Base Isolated R/C Frame Buildings with Shear Walls .......................... 232 5.2. Comparative Analysis of the Expenditure on Construction Materials in Fixed Base and Base Isolated Buildings .................. 244  &KDSWHU6L[ :RUOGZLGH5HFRJQLWLRQRIWKH,QQRYDWLYH6HLVPLF,VRODWLRQ6WUDWHJLHV 'HYHORSHGLQ$UPHQLD  $ERXWWKH$XWKRU 



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



&KDSWHU2QH 

Figure 1. Number of seismic (base and roof) isolated buildings newly constructed or retrofitted in Armenia by years

 7KH QXPEHU RI VHLVPLFDOO\ LVRODWHG EXLOGLQJV SHU FDSLWD LQ $UPHQLD LV DPRQJWKHKLJKHVWLQWKHZRUOG$ORQJVLGHWKLVVHLVPLFLVRODWLRQODPLQDW HGUXEEHUVWHHOEHDULQJV 6,/56%V GLIIHULQJE\VKDSHDQGGLPHQVLRQDV ZHOODVE\GDPSLQJ ORZPHGLXPDQGKLJK KDYHEHHQGHVLJQHGDQGPRUH WKDQ6,/56%VZHUHPDQXIDFWXUHGLQWKHFRXQWU\WHVWHGORFDOO\DQG DSSOLHGLQFRQVWUXFWLRQ )LJXUH  7KXVE\FUHDWLQJWKHDERYHPHQWLRQHGVHLVPLFUHWURILWWLQJWHFKQRORJLHVDQG LPSOHPHQWLQJWKHPLQGLIIHUHQWH[LVWLQJEXLOGLQJVWKHDXWKRUKDVDFFXPXODW HGULFKH[SHULHQFHZKLFKLVVKDUHGEHORZLQWKHDFFRXQWRIVHYHUDOUHPDUND EOHSURMHFWV2QHRIWKHP LVWKHUHWURILWWLQJ E\EDVHLVRODWLRQRIDVWRUH\ VWRQHDSDUWPHQWEXLOGLQJ )LJXUHD LQ$UPHQLD7KHRSHUDWLRQZDVPDGH ZLWKRXWWKHUHVHWWOHPHQWRIWKHRFFXSDQWV 0HONXP\DQ :RUOGSUDF WLFHSURYLGHVQRVLPLODUSUHFHGHQWLQWKHUHWURILWWLQJRIDSDUWPHQWEXLOGLQJV 7KH QH[W GHYHORSPHQW RI WKH WHFKQRORJ\ ZDV WR XWLOL]H WKH QHZO\ GHYHO RSHGPHWKRGRIDQDGGLWLRQDOLVRODWHGXSSHUIORRU $,8) DFWLQJDVDYL EUDWLRQGDPSHU7KLVWHFKQRORJ\RIURRILVRODWLRQZDVXVHGLQHDUWKTXDNH SURWHFWLRQ GHVLJQ DQG LPSOHPHQWHG LQ WZR H[LVWLQJ UHLQIRUFHG FRQFUHWH 5& VWRUH\VWDQGDUGGHVLJQIUDPHEXLOGLQJV )LJXUHE DOVRLQ$UPH QLD 0HONXP\DQ 

,QWURGXFWLRQ 



Figure 2. Number of rubber bearings installed in the newly constructed or retrofitted buildings in Armenia by years

 7KHQE\WKHHQGRIWKHQLQHWLHVDQRWKHUSURMHFWLQLWLDWHGE\3URI(LVHQ EHUJ 6PLUQRYHWDO WRUHWURILWD\HDUROGVWRUH\VWRQHEDQN EXLOGLQJ ZDV LPSOHPHQWHG LQ 5XVVLD ZLWK DQ LQFUHDVH LQ WKH EXLOGLQJ¶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

G

D



E



 H



F



&KDSWHU2QH  Figure 3. Projects on retrofitting by base and roof isolation utilizing different seismic isolation strategies and implemented in Armenia and Russia or, to be implemented in Romania





,QWURGXFWLRQ 



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³G\QDPLF GDPSHU´ RU ³G\QDPLF DEVRUEHU´ LV DSSOLHG ZKHQ WKH DX[LOLDU\ PDVVV\VWHPKDVOLWWOHGDPSLQJ 5HHG ,WLVVXJJHVWHGWRXVHDVWKH PDVVRIWKH''WKHSHULPHWHUSDYHPHQWDURXQGWKHEXLOGLQJZKLFKLVVHS DUDWHGIURPWKHVXSHUVWUXFWXUHDQGKXQJWRLWE\PHDQVRIODPLQDWHGUXEEHU



&KDSWHU2QH 

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¶V 5&EHDULQJIUDPHDQGDOVRLQQRYDWLYHQHZWHFKQRORJ\IRUUHWURILWWLQJE\ EDVHLVRODWLRQZDVGHYHORSHGDQGDSSOLHGWRWKLVEXLOGLQJ6,/56%VZLWK KLJKGDPSLQJRIDERXWZHUHXVHG+RZHYHUWKHVHEHDULQJVDUHGLI IHUHQWWKDQWKRVHPHQWLRQHGDERYHIRUWKHVWRUH\RIILFHEXLOGLQJ&UHD WLYH VROXWLRQV DUH SURSRVHG IRU WKH ILUVW WLPH DQG HQYLVDJH SODFLQJ WKH VHLVPLF LVRODWRUV DURXQG WKH H[LVWLQJ FROXPQV DQG WKHQ JUDGXDOO\ FXWWLQJ WKHVHVWUXFWXUDOHOHPHQWV2SHUDWLRQVDUHGHVLJQHGWREHSHUIRUPHGIRUWKH H[LVWLQJFROXPQVLQVHYHUDOVWDJHV )XUWKHUGHYHORSPHQWVKDYHDOVRWDNHQSODFHIRUUHWURILWWLQJE\EDVHLVROD WLRQEXWLQFRQWUDVWWRWKHDERYHPHQWLRQHGIUDPHEXLOGLQJWKHQHZVWUXF WXUDO VROXWLRQ DQG WHFKQRORJ\ ZHUH VXJJHVWHG IRU DQ 5& EUDFHGIUDPH EXLOGLQJ8QLTXHRSHUDWLRQVIRUWKHUHWURILWWLQJRIWKHVWRUH\+HPDWRORJ\ &HQWHU+RVSLWDO%XLOGLQJ +&+%  0HONXP\DQG0HONXP\DQ  FRQVWUXFWHGDERXW\HDUVDJRDUHDOVRGHVFULEHG7KHVHLVPLFLVRODWLRQRI WKLVEXLOGLQJLVSODQQHGWREHLPSOHPHQWHGDWWKHEDVHPHQWOHYHO6,/56%V RI WKH VDPH W\SH DV IRU WKH VWRUH\ 5& LQGXVWULDO EXLOGLQJ ZHUH XVHG 'HWDLOHGGHVFULSWLRQVRIDOOSKDVHVIRUFXWWLQJWKHFROXPQVDQGVKHDUZDOOV DQGSODFLQJWKHVHLVPLFLVRODWRUVRIWKHVDPHVL]HVDQGSK\VLFDOPHFKDQLFDO SDUDPHWHUVDUHJLYHQLQWKHERRN 7KHVHFRQGSDUWRIWKHERRNLVDOVRIRFXVHGRQWKHUHWURILWWLQJGHVLJQRIDQ H[LVWLQJVWRQHFROOHJHEXLOGLQJFRQVWUXFWHGLQDQGDQRWKHUGDPDJHG VWRQHVFKRROEXLOGLQJFRQVWUXFWHGLQ7KHVWUXFWXUDOFRQFHSWVRIUHW URILWWLQJE\EDVHLVRODWLRQGHYHORSHGIRUWKHVHEXLOGLQJVRQWKHEDVLVRIWKH DFTXLUHG H[SHULHQFH DUH SUHVHQWHG $W WKH VDPH WLPH VSHFLDO DWWHQWLRQ LV JLYHQ WR WKH VWUHQJWKHQLQJ E\ 5& MDFNHWV RI WKH GDPDJHG SDUWV RI WKH H[LVWLQJVWRQHORDGEHDULQJZDOOV,WLVPHQWLRQHGWKDWWKHUHLVQREDVHPHQW LQPRVWRIWKHDUHDXQGHUWKHVFKRROEXLOGLQJWKHEDVHPHQWH[LVWLQJRQO\

,QWURGXFWLRQ 



XQGHU D SDUW RI WKHEXLOGLQJ 7KHUHIRUH LQRUGHU WR HIILFLHQWO\ LPSOHPHQW DQ LVRODWLRQ V\VWHP WKH FUHDWLYH VROXWLRQ HQYLVDJHV DQ H[WHQVLRQ RI WKH EDVHPHQWWKURXJKRXWWKHZKROHEXLOWVXUIDFHRIWKHEXLOGLQJ (DUWKTXDNHUHVSRQVHDQDO\VHVIRUDOOWKHDERYHPHQWLRQHGEXLOGLQJVZHUH FDUULHGRXWE\WKH$UPHQLDQ6HLVPLF&RGHDQGDFFHOHUDWLRQWLPHKLVWRULHV DQGWKHLUGHWDLOHGUHVXOWVDUHJLYHQLQWKHERRN

5HIHUHQFHV .HOO\ -   7KH UROH RI GDPSLQJ LQ VHLVPLF LVRODWLRQ Earthquake Engineering & Structural Dynamics,QR 0HONXP\DQ0  7KHXVHRIKLJKGDPSLQJUXEEHULVRODWRUVWRXS JUDGHHDUWKTXDNHUHVLVWDQFHRIH[LVWLQJEXLOGLQJVLQ$UPHQLDInternational Post-SMiRT Conference Seminar on Seismic Isolation, Passive Energy Dissipation and Active Control of Seismic Vibrations of Structures7DRUPLQD6LFLO\,WDO\ 0HONXP\DQ0  7KHVWDWHRIWKHDUWLQVWUXFWXUDOFRQWUROLQ$UPH QLDDQGSURSRVDORQDSSOLFDWLRQRIWKHG\QDPLFGDPSHUVIRUVHLVPLFDOO\ LVRODWHGEXLOGLQJVThird International Workshop on Structural Control 3DULV)UDQFH 0HONXP\DQ 0 .lSSHOL * .KDODW\DQ 5  +RYLY\DQ + D  $SSOLFDWLRQ RI VHLVPLF LVRODWLRQ IRU UHWURILWWLQJ RI H[LVWLQJ VWRUH\ VWRQH EXLOGLQJ RI WKH VFKRRO  LQ WKH FLW\ RI 9DQDG]RU $UPHQLD 8th World Seminar on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures