Results 81 to 90 of about 25,310 (191)
Applied SciencesStructures inevitably suffer damage after an earthquake, with severity ranging from minimal damage of nonstructural elements to partial or even total collapse, possibly with loss of human lives.
Ioannis Karampinis +2 more
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Serviceability Limit State and Response Modification Factors
Journal of the Computational Structural Engineering Institute of Korea, 2012 While the Earthquake Resistant Design Part of Korean Roadway Bridge Design Code provides design procedures for the No Collapse Requirement, requirements for the Serviceability Limit State are not clearly provided. The basic design method to meet the No Collapse Requirement is the spectrum analysis method using response modification factors and the ...
openaire +2 more sources
Standards guidelines for human comfort tested on timber footbridges
Semina: Ciências Exatas e Tecnológicas, 2011 Activities such as walking, running and jumping can produce undesirable dynamic excitations, which are a phenomenon that occurs due to pedestrian-induced dynamic forces whenever a footbridge features a natural frequency within stepping frequency ranges ...
Pedro Gutemberg de Alcântara Segundinho +2 more
doaj
Revista IBRACON de Estruturas e MateriaisBrazilian Codes NBR 6118 and NBR 15575 provide practical values for interstory drift limits applied to conventional modeling in order to prevent negative effects in masonry infill walls caused by excessive lateral deformability, however these codes do ...
G. M. S. ALVA +3 more
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Selected aspects of designing deep excavations
Studia Geotechnica et Mechanica, 2016 This paper analyzes two approaches to serviceability limit state (SLS) verification for the deep excavation boundary value problem. The verification is carried out by means of the finite element (FE) method with the aid of the commercial program ZSoil ...
Obrzud Rafał F. +2 more
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Masonry and reinforcement items review of building [PDF]
, 2016 Bakalářská práce se zabývá návrhem a posouzení zděných a železobetonových prvků rodinného domu o dvou nadzemních podlažích. Návrh vybraných částí nosné konstrukce byl proveden výpočetní metodou konečných prvků a vhodnými idealizovanými ručními modely ...
Janča, Tomáš
core
Evaluating vibrations on a small-scale model of a timber footbridge
Maderas: Ciencia y Tecnología, 2011 In Brazil, the study of pedestrian-induced vibration on footbridges has been undertaken since the early 1990s, for concrete and steel footbridges. However, there are no recorded studies of this kind for timber footbridges.
Pedro Gutemberg de Alcântara Segundinho +2 more
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Design of strengthening of the roof structure in Zlín [PDF]
, 2016 Bakalářská práce se zabývá zesílením stropní konstrukce vícepodlažní budovy ve Zlíně. V první části práce je řešena stávající únosnost konstrukce.
Čížová, Kateřina
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Developing people capabilities for the promotion of sustainability in facility management practices [PDF]
, 2015 Sustainability is becoming an integral part of the life-cycle development of built facilities. It is increasingly highlighted during the post construction phase, as facility management personnel can have major influence to the sustainability agenda
Sarpin, Norliana
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Evaluating vibrations on a small-scale model of a timber footbridge
Maderas: Ciencia y Tecnología, 2014 In Brazil, the study of pedestrian-induced vibration on footbridges has been undertaken since the early 1990s, for concrete and steel footbridges. However, there are no recorded studies of this kind for timber footbridges.
Pedro Gutemberg de Alcântara Segundinho +2 more
doaj