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مجموعه فایلهای ارایه شده در سمينار سازه هاي تعمير پذير برگزار شده در پژوهشگاه بين المللي زلزله شناسي و مهندسي زلزله لینک دانلود به حجم 104 مگابایت به نقل از کانال تلگرام انجمن مهندسی زلزله ایران مجموعه شامل مطالب زیر است : مقالات : Seismic Behavior of Self-Centering Precast Segmental Bridge Bents Quasi-Static Cyclic Behavior of Controlled Rocking Steel Frames An innovative experimental method to upgrade performance of external weak RC joints using fused steel prop plus sheets Damage Investigation of Steel High Rise Structures Using Nonlinear Dynamic Analysis Soil failure can be used for seismic protection of structures Telescopic columns as a new base isolation system for vibration control of high-rise buildings PRESENTING A NEW APPROACH BASED ON INERTIA FORCES TO CONTROL THE VIBRATION OF STRUCTURES A kind of repairable steel buildings for seismic regions based on building‟s rocking motion and energy dissipation at base level Proposing a Yielding-Plate Energy Dissipating Connection for circumferential Circumferential Columns of Steel Rocking Buildings and Investigating its Proper Properties by Nonlinear Finite Element Analyses Base Isolation and Damage-Resistant Technologies for Improved Seismic Performance of Buildings A synopsis of sustainable structural systems with rocking, self-centering, and articulated energy dissipating fuses Moving to low-damage design CONTROLLED ROCKING OF STEEL-FRAMED BUILDINGS WITH REPLACEABLE ENERGY-DISSIPATING FUSES AN INNOVATIVE DESIGN FOR REPAIRABLE REGULAR STEEL BUILDINGS BY USING A 4-CELL CONFIGURATION STRUCTURE WITH ME INCLINED COLUMNS AT BASE LEVEL, EQUIPPED WITH DOUBLE-ADAS DEVICES, AND SECURITY CABLES AT CORNERS APPLYING “DELIBERATE DIRECTING OF DAMAGE” IDEA FOR CREATION OF REPAIRABLE STEEL BUILDINGS BY USING ROCKING TUBULAR FRAME STRUCTURAL SYSTEM AND YIELDING-PLATE DAMPERS AT FOUNDATION LEVEL Seismic Performance of an Innovative Rocking System by Using Columns Equipped with Friction Dampers at Base Level A MULTI-STUD ENERGY DISSIPATING DEVICE AS THE CENTRAL FUSE TO BE USED IN SHORT- TO MID-RISE REGULAR STEEL BUILDINGS WITH ROCKING MOTION بهبود عملکرد لرزه ای ساختمانها با ایجاد حرکت گهواره ای - یک مطالعۀ مروری LOW-DAMAGE BUILDING TECHNOLOGIES ( تکنولوژی های ساختمانی با خسارت محدود ) Seismic Low Damage Technologies for Bridges in New Zealand From Research to Practice TESTING A REPAIRABLE LATERAL RESISTING SYSTEM APPLIED TO BRACED STEEL FRAMES A synopsis of sustainable structural systems with rocking, self-centering, and articulated energy dissipating fuses بررسی تاثیر کابلهای پس کشیده بر رفتار سازه های فولادی دارای حرکت گهواره ای با کمک آنالیز پوش آور بررسي رفتار سازه های خودمحور دارای رفتار حرکت گهوارهای تحت زلزله های نزدیک گسل پاورپوینت : معرفی جاذب انرژی ورقی تسلیمی با مقطع متغیر به عنوان فیوز سازه ای در ساختمان ها LOW-DAMAGE BUILDING TECHNOLOGIES New Zealand فیلم: rock ling building system in Russia

Evaluation of the Most Influential Criteria of Desirability of High-rise buildings in Urban Landscape by Using ANP Original Article, D53 Salehi N, Zabihi H, Zarabadi ZS. J. Civil Eng. Urban. 4(3): 345-352. 2014 ABSTRACT: Tall buildings are defined as signs and certain points in urban view, if located and constructed properly, and their appropriateness indicators based upon urban view by determined Strategies, policies, rules and regulations, shall play significant and peculiar role in upgrading the quality of life of citizens. Quality upgrade of urban public places, once will find its optimal process and fulfilment that indicators such as impact on strategic views, definition of sky-line, legibility participation as a sign, impact on inseparable environment and etc., to be based upon ideas of experts, stakeholders and utilizing effective and scientific methods. Since there are various ideas about most effective indicators of appropriateness for tall buildings, the objective of the article is the identification of most effective indicators of appropriateness for tall buildings (using Analysis of Network Process, ANP). This article as a descriptive analysis research method and was based on documentary-library studies, field surveys, going directly to the beneficiary organizations and competent owners, and also was based on questionnaires. Accordingly, first extracting issues associated with the tall buildings and the urban view and then providing ANP conceptual model which includes three benchmarks and several indicators and the results of the surveys were analysed with the software SUPER DECISION. Due to the sheer size of the operation, only a few of inputs were written in the article as samples. The results of this study shows that the most effective criteria of tall buildings, performance indicator 0.75 and the most effective indicator “impact on strategic views” is value of 0.277 that in determining its policies and strategies should be prioritized to tall buildings which shapes an optimal urban view. Keywords: High-rise Buildings, Urban Landscapes, Impressive Indicators, ANP. منبع: [Hidden Content] دانلود: [Hidden Content].,%204%20(3)%20345-352,%202014.pdf J. Civil Eng. Urban., 4 (3) 345-352, 2014.pdf