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Improvement of buildings' structural quality by new technologies: proceedings of the final conference of COST Action C12, 20-22 January, 2005, Innsbruck, Austria

دانلود کتاب Improvement of buildings' structural quality by new technologies: proceedings of the final conference of COST Action C12, 20-22 January, 2005, Innsbruck, Austria

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کتاب بهبود کیفیت ساختاری ساختمان ها توسط فناوری های جدید: مجموعه مقالات کنفرانس نهایی COST Action C12، 20-22 ژانویه، 2005، اینسبروک، اتریش نسخه زبان اصلی

دانلود کتاب بهبود کیفیت ساختاری ساختمان ها توسط فناوری های جدید: مجموعه مقالات کنفرانس نهایی COST Action C12، 20-22 ژانویه، 2005، اینسبروک، اتریش بعد از پرداخت مقدور خواهد بود
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توضیحاتی در مورد کتاب Improvement of buildings' structural quality by new technologies: proceedings of the final conference of COST Action C12, 20-22 January, 2005, Innsbruck, Austria

نام کتاب : Improvement of buildings' structural quality by new technologies: proceedings of the final conference of COST Action C12, 20-22 January, 2005, Innsbruck, Austria
عنوان ترجمه شده به فارسی : بهبود کیفیت ساختاری ساختمان ها توسط فناوری های جدید: مجموعه مقالات کنفرانس نهایی COST Action C12، 20-22 ژانویه، 2005، اینسبروک، اتریش
سری :
نویسندگان : , , ,
ناشر : A. A. Balkema Publishers
سال نشر : 2005
تعداد صفحات : 750 [763]
ISBN (شابک) : 0203970845 , 9780415366090
زبان کتاب : English
فرمت کتاب : pdf
حجم کتاب : 18 Mb



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توضیحاتی در مورد کتاب :


اهداف اقدام تعاونی COST C12 که در می 2000 راه اندازی شد عبارت بودند از: - توسعه، ترکیب و اشاعه فناوری های جدید فنی مهندسی - بهبود کیفیت ساختمان های شهری - پیشنهاد راه حل های فنی جدید به معماران و برنامه ریزان - کاهش اختلالات ناشی از آن. با ساخت و ساز در مناطق شهری و بهبود شهری.


چکیده: هدف از اقدام تعاونی COST C12 که در ماه مه 2000 راه اندازی شد عبارت بودند از: - توسعه، ترکیب و انتشار فن آوری های فنی مهندسی جدید - بهبود کیفیت ساختمان های شهری - پیشنهاد راه حل های فنی جدید به معماران و برنامه ریزان - برای کاهش اختلالات ناشی از ساخت و ساز در مناطق شهری و بهبود شهری

فهرست مطالب :


Book Cover......Page 1
Title......Page 4
Copyright......Page 5
Table of Contents......Page 6
Foreword......Page 12
Session 1: Mixed building technologies......Page 14
Steel truss to concrete connection at the ski jump in Innsbruck......Page 16
Mixed advanced technologies for seismic upgrading of RC buildings......Page 24
A new design proposal for timber/concrete-composite beams......Page 34
Renovation and modernization of historical buildings – structural problems......Page 48
Behavior of masonry members confined with steel tying elements......Page 58
Retrofitting of RC structures taking as an example multi apartment gallery-access block of flats building......Page 70
Full refurbishment of an office building in Innsbruck......Page 78
Flexibility of building structures......Page 86
Session 2: Structural integrity 1......Page 92
Seismic upgrading of RC structures by means of composite materials:......Page 94
Structural integrity of buildings with precast load bearing walls under gas explosion......Page 104
Seismic response of light-gauge steel stick-built constructions: a research project......Page 118
Shaking table test of efficiency of ALSC base-isolation system......Page 128
Behaviour of wood skeleton – OSB cladding shear-walls under monotonic and cyclic loading......Page 138
Seismic retrofitting of steel and concrete structures using low-yield strength shear panels......Page 148
Session 3: General methodology......Page 160
Autosystems in probability-based durability prediction......Page 162
Real-time model for earthquake prediction......Page 168
Nonlinear response analysis of different retrofit strategies......Page 178
The behavior of different eccentrically braced frames with short links......Page 190
Cable material consumption depending on the geometrical parameters of hierarchic roof......Page 198
Wind and snow loads: some methodological problems of normative regulations......Page 206
Session 4: Research and development concerning mixed building technologies......Page 212
On the performance-based design of a class of “adaptive” fiber-composites for applications in building structures......Page 214
Non linear procedure for the analysis of FRP reinforced frames......Page 220
Stiffness of beams prestressed with FRP tendons......Page 226
Strengthening timber beams with prestressed artificial fibres: the delamination problem......Page 232
Time depended behavior of steel – reinforced glue – laminated timber beams, regarding rheology......Page 238
Timber–concrete-composite with an adhesive connector......Page 246
Composite of board stacks and concrete with integrated slim-floor-profiles......Page 252
Composite of board stacks and concrete......Page 260
Session 5: Robustness......Page 270
Stresses in steel columns under natural fire......Page 272
On the fire resistance of aluminium alloy structures......Page 280
Nonlinear stress–strain behavior of RC elements exposed to fire......Page 290
Fire resistance of garage plate-wall prefabricated structure......Page 298
Performance based design of steel frames......Page 304
Flexural cyclic behaviour and low-cycle fatigue of cold-formed steel members......Page 314
Resistance and ductility of stainless steel bolted connections......Page 324
About the configuration of long links in eccentrically braced frames......Page 336
Session 6: Exceptional actions......Page 344
A capacity approach to the design of buildings to resist terrorist attack......Page 346
The collapse of WTC twin towers: general aspects and considerations on the stability under exceptional loading of columns with partial-strength connections......Page 354
Collapse analysis of timber and steel sway frames under increasing fire temperatures......Page 364
On the structural effects of fire following earthquake......Page 372
Soil–structure interaction in case of exceptional mining and flood actions......Page 382
Gas explosion effects on buildings......Page 390
Session 7: Urban design 1......Page 398
Current trends in tall building construction......Page 400
Aesthetic of historical towns and innovative constructive techniques......Page 406
New living concepts for late 19th and early 20th century town housing......Page 414
Using MBT in transformation of multi-family prefabricated buildings......Page 422
The architecture of the buildings in Düsseldorf Harbour Region as a master guide for all......Page 430
The structural features of Millennium Bridge in London, connecting St. Paul and Tate Modern, as a very successful Urban Design Project......Page 434
Improving the performance of buildings......Page 438
Effective use of cold-formed steel structures for low-story urban buildings......Page 444
Session 8: Research and development concerning mixed building technologies......Page 452
On design of composite beams with concrete cracking......Page 454
Design methodology of profiled steel sheets for composite slabs by FEM......Page 460
Crack propagation at headed shear studs in composite beams......Page 468
Load-carrying capacity of anchor plates with welded studs......Page 476
An experimental study of the strength and stiffness of concrete-filled steel tubular column connections with weld and stiffener angles......Page 486
Load-deformation and vibration-behaviour of new types of composite slim-floor slabs......Page 494
Session 9: Urban design 2......Page 506
Sustainable design in construction sector......Page 508
Aesthetics in urban design seen from the perspective of sustainability......Page 516
Social demands and stakeholders participation in Dutch sustainable housing policy......Page 524
Energy neutral retrofitting of apartment flats – modelling and detailing with consent of inhabitants......Page 532
Sustainability assessment of new construction technologies: a comparative case study......Page 540
Aluminium – a sustainable building material?......Page 550
Sustainability by LCCA of aluminium structures......Page 560
Functional assessment of lightweight construction solutions in view of sustainability......Page 568
Comparative assessment of exterior walls construction solutions’ sustainability......Page 578
The impact of climate parameters on air movement in ventilated roofs air gap......Page 586
The effect of thermal resistance value to the external deterioration due to climate impact......Page 592
Session 10: Robustness 2......Page 598
Retrofitting of complex wooden structures by means of mixed reversible technologies: a study case......Page 600
Moment-resisting timber frames with densified and reinforced beam-to-column connections under seismic loads......Page 612
Experimental analysis on mechanical connections for ancient chestnut beams......Page 620
Injection renovations of cracked joints......Page 628
Seismic vulnerability assessment of RC structural walls......Page 636
Ductile design of CBF steel structures......Page 642
Influence of the hole clearance on the bolted joints rotational characteristics......Page 652
Session 11: Structural integrity 2......Page 660
Identification, repairing, strengthening and revitalisation of existing buildings structures in seismic prone areas......Page 662
Micro-modeling of RC frames with masonry infill......Page 670
Design of low-yield metal shear panels for energy dissipation......Page 678
Applicability of variable stiffness seismic isolators based on magnetically controlled elastomer......Page 690
Numerical analyses of the wall structure under conditions mining subsidence......Page 696
Session 12: Research and development concerning mixed building technologies......Page 704
Composite joints – rotational capacity......Page 706
Characterization and qualification of reinforcement by composite of the reinforced concrete labs......Page 714
Component model for steel to concrete joints......Page 722
New technique of improving the cracking resistance of concrete walls in early age......Page 730
Investigations of the lap-joints with blind bolts of cold-formed sections......Page 738
Evaluation of behaviour of hybrid composite cable in the saddle-shaped roof......Page 746
From tree trunk to tube or the quadrature of the circle......Page 754
Author index......Page 762

توضیحاتی در مورد کتاب به زبان اصلی :


Launched in May 2000, the aims of the COST C12 cooperative action were: - to develop, combine and disseminate new technical engineering technologies - to improve the quality of urban buildings - to propose new technical solutions to architects and planners - to reduce the disturbance caused by construction in urban areas and improve urban.


Abstract: Launched in May 2000, the aims of the COST C12 cooperative action were: - to develop, combine and disseminate new technical engineering technologies - to improve the quality of urban buildings - to propose new technical solutions to architects and planners - to reduce the disturbance caused by construction in urban areas and improve urban



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