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昆明理工大学建筑工程学院高层建筑设计英文版课件Chapter 3 Loads.
Performance of a Panelized Brick Veneer Wall System under Lateral Loads
Brick Veneer Steel Stud Lateral Loads Panelized Building Envelope Wind Load Test Racking Test
2013/1/31
This paper discusses the performance of a proposed panelized brick veneer over steel stud backup wall system and seismic isolation connections under lateral loads. The panelized wall system was develo...
Experimental studies of the effects of buffered particle dampers attached to a multi-degree-of-freedom system under dynamic loads
buffered particle dampers a multi-degree-of-freedom system dynamic loads
2014/4/10
This paper presents a systematic experimental investigation of the effects of buffered particle dampers attached to a multi-degree-of-freedom (mdof) system under different dynamic loads (free vibratio...
Discussion of “Tornado-Induced Wind Loads on a Low-Rise Building” by F. L. Haan Jr., Vasanth Kumar Balaramudu, and P. P. Sarkar
Tornado-Induced Wind Loads Low-Rise Building
2014/4/10
Haan et al. present novel research regarding the loads on low-rise buildings under tornadic winds, combining a large and significant matrix of test data with useful analysis. The observation that the ...
Numerical Computation of Hydrodynamic Loads on Walls of a Rigid Rectangular Tank Due to Large Amplitude Liquid Sloshing
Sloshing Hydrodynamic loads Free surface flow Volume of fluid technique method
2009/10/12
Liquid sloshing in a moving partially filled rectangular tank have been investigated. Sloshing in a rectangular tank is a non-linear phenomenon. When the amplitude of tank oscillation is large, two ty...
Buckling loads of columns of regular polygon cross-section with constant volume and clamped ends
Buckling load constant volume strongest column tapered column
2009/2/20
A numerical method is developed for calculating the buckling loads of tapered columns of regular polygon cross-section with constant volume and both clamped ends. The linear, parabolic and sinusoidal ...
A STUDY ON LOADS ON FOUNDATION PILES FROM FLOWING LIQUEFIED SOIL
centrifuge test liquefaction liquefaction-induced ground displacement pile foundation viscous flow voigt model
2008/12/19
The authors investigated into the fundamental characteristics of the external forces on foundation piles from flowing liquefied soil by experiments under a centrifuge condition. The followings were o...
Direct determination of total and fresh groundwater discharge and nutrient loads from a sandy beachface at low tide (Cape Henlopen, Delaware)
Direct determination of total and fresh groundwater discharge nutrient loads from a sandy beachface low tide (Cape Henlopen, Delaware)
2014/4/22
Total groundwater discharge from a sandy seepage site to the Delaware Bay at Cape Henlopen, Delaware, was determined together with the associated nutrient loads by trapping the discharge from a length...
Extending Mohr’s Theory Of Limit States In Determining Soil Seismic Loads On Retaining Walls
Mohr’s Theory Limit States Soil Seismic Loads Retaining Walls
2010/8/18
Mohr’s theory concerning the stress limit state and its use in determining the active and passive soil pressures on retaining walls is being developed. Rankine’s hypothesis, according to which the pre...